Rcc53 Column Design
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OPERATING INSTRUCTIONS REINFORCED CONCRETE COUNCIL
Project
Spreadsheets to BS 8110
Client Location
Advisory Group Ground floor columns at B1, B2 etc
Made by
Date
RMW
Originated from RCC53.xls' on CD
MATERIALS fcu fy
35 460
N/mm²
1.05 1.5
Cover to link h agg
SECTION
Revision
chg
© 1999 BCA for RCC
γm, steel γm, conc
N/mm²
Page
11-May-09
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Checked
-
30 20
91
400 300 3 3
mm mm bars per 300 face bars per 400 face
0
R68
mm
LOADCASES
F F
F F
AXIAL N (kN)
B1 B2 Loadcase 3 Loadcase 4 Loadcase 5 Loadcase 6
Bar Ø
T 40 T 32 T 25 T 20 T 16 T 12
ß
Le (mm)
1.2 1.2
4320 4320
Link Ø
8.38 5.36 3.27 2.09 1.34 0.75
10 8 8 6 6 6
90 96 100 104 106 108
X AXIS
Slenderness
Lex/h = 10.80 Ley/b = 14.40
60
60
60
space 60
90 60
140 60
60
60
400 60
300 150
60 0 0 40 40
200 0 400 40 360
340 300 400 260 360
340 300 0 260 40
340 0 0 40 40
340
340
340
340
340
340
link
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
90.0 80.0 100.0 50.0 220.0 35.0
140 146 150 154 156 158
0 4594 3535 2938 2556 2258
Y AXIS
vcY 1.02 1.02 0.74 1.02 1.02 0.86
vc'X 0.95 0.95 0.68 0.94 0.94 0.81
vc'Y 1.03 1.03 0.74 1.03 1.02 0.88
Status Unbraced X Column is Conditions are Fixed, Pinned, Nominal or Cantilever Unbraced Y SLENDER to Clause 3.8.1.6
BTM MOMENTS (kNm) M ix M iy
25.0 60.0 35.0 150.0 90.0 25.0
BAR CENTRES (mm) 300 Face 400 Face Nuz (kN)
Asc %
DESIGN MOMENTS (kNm) B1 B2 Loadcase 3 Loadcase 4 Loadcase 5 Loadcase 6
N N
90.0 80.0 100.0 50.0 220.0 35.0
BAR ARRANGEMENTS
60
TABLES 3.21 & 3.22 Braced X 0.75 Braced Y 0.75 1.2 1.2
-5
TOP MOMENTS (kNm) M ix M iy
3500 3000 1000 1200 500 2500
outline
95
-5 5 1 2 3 4 5 6 7 8 9 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
3600 3600
T
X
195
Top Btm Lo (mm) Condition Condition Braced ?
X-AXIS Y-AXIS
8
295
X
ie. 400 x 300 columns with 8 bars RESTRAINTS
bars per
GRAPHIC FOR CROSS SECTION
Job No
mm
395
h b with and
ENTER DATA IN BLUE CELLS ONLY. RED MESSAGES INDICATE ENTRY ERRORS. MAX 10 BARS PER FACE
25.0 60.0 35.0 150.0 90.0 25.0
Checks Asc > 6 % (3.12.6.2) ok ok ok ok ok
Spacing < 3Ø
COMBINED
K
M add
Mx
M add
My
Axis
M'
REBAR
0.297 0.432 0.965 0.921 1.000 0.395
24.2 30.3 22.5 25.8 11.7 23.1
114.2 110.3 122.5 75.8 231.7 58.1
32.3 40.4 30.0 34.4 15.6 30.7
57.3 100.4 65.0 184.4 105.6 55.7
X Y X Y X Y
138.4 123.9 187.9 220.3 359.5 68.4
8 T32 8 T32 8 T20 8 T32 No Fit 8 T25
SEE CHARTS ON NEXT SHEET
max V * If shear exceeds this value, use designed links.
98.9 101.7 72.4 101.0 97.3 87.5
Fails Bresaler's check
h' = 400 b' = 300 Lo max 18000 N bal = 1050
8.378 5.362 3.272 2.094 1.340 0.754 Bresaler's α 0 1.76 1.14 1.35 0.99 2.51
check <= 1 link φ 0 8 0.01 8 0.36 6 0.26 8 2.84 8 0 8
Shear Check %X %Y vcX 2.32 2.45 0.94 2.32 2.45 0.94 0.89 0.93 0.68 2.32 2.45 0.94 2.32 2.45 0.94 1.4 1.48 0.79
240 340
240 340
240 340
240 340
240 340
240 340
240 240 340
340
240
240
240
240
240
240
240
240
240
150
60
60
60
60
60
60
60
60
200
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
400 x 300 column (h x b), grade C35, 30 mm cover REINFORCED CONCRETE COUNCIL
Spreadsheets to BS 8110
Project
Client Advisory Group Location Ground floor columns at B1, B2 etc
Made by
RMW
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Checked Originated from RCC53.xls' on CD
© 1999 BCA for RCC
chg
Date
Charts produced to Clause 3.4.4.1 and Figure 3.3
400 x 300 column (h x b), moment about yy axis), Grade C35, 30 Cover
Page
11-May-09 Revision
-
92 Job No
8 8T
R68
N:M interaction chart: Mx' critical 400 x 300 column (h x b), grade C35, 30 mm cover 5000 4500
KEY
0 4594 3535 0 92
8T32
0 4594
AXIAL LOAD, N, kN
4000 3500 3000 2500
8T25
2000 8T20
1500
8T16
1000 500 0
8T12 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u
Mx' kNm
N:M interaction chart: My' critical 400 x 300 column (h x b), moment about yy axis), Grade C35, 30 Cover 5000 4500
KEY
4000
AXIAL kN
3500 8T32
3000
8T25
2500 2000
8T20
1500
8T16
1000 500 0
8T12 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u mm mm mm mm mm mm mmmm mm mm mm mm mm mm mm m
My' kNm
0 4594 3535 0 69 0 4594
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - X axis I
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
Made by RMW Job No R68 Date 11-May-09
© 1999 BCA for RCC
CALCULATIONS - X axis .67fcu/gm = fy/gm = net fy/gm =
40
15.63 438.10 422.46
N/mm² N/mm² N/mm²
60 d= mm 0.0 Interval = n/d = 0.1500 n 0.00 10.00 Neutral axis Fc 0 42210 Conc comp force 2 0.00 inter d' 3 0.00 inter d' 4 -30.00 inter d' 5 -60.00 inter d' 6 -90.00 inter d' 7 -120.00 inter d' 8 -150.00 inter d' 9 -180.00 inter d' c strain Steel comp strain#DIV/0! -0.02 2 0 0 inter strain 3 0 0 inter strain 4 0.01 inter strain #DIV/0! 5 0.02 inter strain #DIV/0! 6 0.04 inter strain #DIV/0! 7 0.05 inter strain #DIV/0! 8 0.06 inter strain #DIV/0! 9 0.07 inter strain #DIV/0! t strain Steel tens strain #DIV/0! 0 fsc Steel comp stress#DIV/0! -3515.63 2 0.0 0.0 inter stress 3 0.0 0.0 inter stress 4 422.5 inter stress #DIV/0! 5 422.5 inter stress #DIV/0! 6 422.5 inter stress #DIV/0! 7 422.5 inter stress #DIV/0! 8 422.5 inter stress #DIV/0! 9 422.5 inter stress #DIV/0! fst Steel tens stress #DIV/0! #DIV/0! Fsc 0 Steel comp force#DIV/0! 2 0 0 inter Fs 3 0 0 inter Fs 4 #DIV/0! 0 inter Fs 5 #DIV/0! 0 inter Fs 6 #DIV/0! 0 inter Fs 7 #DIV/0! 0 inter Fs 8 #DIV/0! 0 inter Fs 9 #DIV/0! 0 inter Fs Fst Steel tens force #DIV/0! #DIV/0! z 0 -4.5 Conc lever arm Fc + Fsc - Fst #DIV/0! #DIV/0! N #DIV/0! #DIV/0! MOR M Labels for chart N diff #DIV/0! #DIV/0! M diff #DIV/0! #DIV/0! N Bal #DIV/0! #DIV/0!
0 mm 10.000 40 intervals
Asc =
mm²
spacing =
-30
mm
30.00 126630
40.00 168840
50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 190.00 200.00 210.00 220.00 230.00 240.00 211050 253260 295470 337680 379890 422100 464310 506520 548730 590940 633150 675360 717570 759780 801990 844200 886410 928620 970830 ###
250.00 ###
260.00 ###
270.00 ###
280.00 ###
290.00 ###
-0.01 0 0 0.01 0.01 0.02 0.02 0.03 0.04 0 -1415.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -9 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.02 0.02 0.02 0 -715.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -13.5 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.02 0.02 0 -365.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -18 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.02 0 -155.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -22.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -112.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -117 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -121.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -126 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -130.5 #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 -15.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -27 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 84.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -31.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 159.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -36 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 217.70 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -40.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 264.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -45 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 302.55 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -49.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 334.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -54 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 361.29 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -58.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 384.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -63 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 404.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -67.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 421.87 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -72 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -76.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -81 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -85.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -90 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -94.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -99 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -103.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -108 #DIV/0! #DIV/0!
8T40
Bar diameter
54 d= 346 Asc = mm mm 924.8 Interval = 8.876 40 intervals n/d = 0.1300 n 44.98 53.86 62.73 71.61 80.48 Neutral axis Fc ### 302251.04 339714.52 Conc comp force ### 227324.07 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain 0 0 0 0 0 2 -0.01 -0.01 -0.01 -0.01 -0.01 inter strain 3 0 0 0 0 0 inter strain 4 0 0 0 0 0 inter strain 5 0 0 0 0 0 inter strain 6 0 0 0 0 0 inter strain 7 0 0 0 0 0 inter strain 8 0 0 0 0 0 inter strain 9 0 0 0 0 0 inter strain t strain Steel tens strain -0.02 -0.02 -0.02 -0.01 -0.01 fsc -17.51 81.79 156.48 214.70 Steel comp stress-156.01 2 -438.1 -438.1 -438.1 -438.1 -438.1 inter stress 3 0.0 0.0 0.0 0.0 0.0 inter stress 4 0.0 0.0 0.0 0.0 0.0 inter stress 5 0.0 0.0 0.0 0.0 0.0 inter stress 6 0.0 0.0 0.0 0.0 0.0 inter stress 7 0.0 0.0 0.0 0.0 0.0 inter stress 8 0.0 0.0 0.0 0.0 0.0 inter stress 9 0.0 0.0 0.0 0.0 0.0 inter stress fst -438.1 -438.1 -438.1 -438.1 Steel tens stress -438.1 Fsc -42250.77 ### 3.78E+05 5.18E+05 Steel comp force ### 2 ### -704674.19 ### -7.05E+05 -7.05E+05 inter Fs 3 0 0 0 0.00E+00 0.00E+00 inter Fs 4 0 0 0 0 0 inter Fs 5 0 0 0 0 0 inter Fs 6 0 0 0 0 0 inter Fs 7 0 0 0 0 0 inter Fs 8 0 0 0 0 0 inter Fs 9 0 0 0 0 0 inter Fs Fst ### ### ### ### Steel tens force ### z 321.77 317.77 313.78 309.78 Conc lever arm 325.76 0 0 0 0 0 N Fc + Fsc - Fst 0 0 0 0 0 MOR M Labels for chart N diff 0 0 0 0 0 M diff 0 0 0 0 0
25
0
20.00 84420
d' = n max =
d' = n max =
396.36 420.00
Bar diameter
d' = n max =
32
0.00 420.00
ALL CALCULATIONS DERIVED FROM FIGURE 3.3 AND CLAUSE 3.4.4.1
spacing =
146
89.36 ###
6434
98.23 ###
107.11 ###
115.98 ###
124.86 ###
133.74 ###
142.61 ###
151.49 ###
160.36 ###
169.24 ###
178.11 ###
186.99 ###
195.86 ###
204.74 ###
213.61 ###
0 0 0 0 0 0 0 0 0 -0.01 261.35 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 6.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 305.79 0 0
0 0 0 0 0 0 0 0 0 -0.01 299.57 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 7.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 301.8 0 0
0 0 0 0 0 0 0 0 0 -0.01 331.45 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 8.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 297.8 0 0
0 0 0 0 0 0 0 0 0 -0.01 358.46 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 9.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 293.81 0 0
0 0 0 0 0 0 0 0 0 -0.01 381.63 -421.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 9.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 289.81 0 0
0 0 0 0 0 0 0 0 0 -0.01 401.72 -346.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 1.E+06 -6.E+05 0.E+00 0 0 0 0 0 0 ### 285.82 0 380.15
0 0 0 0 0 0 0 0 0 0 419.31 -281.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 281.83 103.53 383.79
0 0 0 0 0 0 0 0 0 0 422.46 -224.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 277.83 241.11 387.44
0 0 0 0 0 0 0 0 0 0 422.46 -173.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 273.84 360.85 389.67
0 0 0 0 0 0 0 0 0 0 422.46 -127.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 269.84 471.96 391.61
0 0 0 0 0 0 0 0 0 0 422.46 -86.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 265.85 575.73 393.24
0 0 0 0 0 0 0 0 0 0 422.46 -48.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 261.86 673.21 394.58
0 0 0 0 0 0 0 0 0 0 422.46 -14.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 257.86 765.24 395.62
0 0 0 0 0 0 0 0 0 0 422.46 16.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 253.87 852.55 396.36
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 44.6 70.8 94.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -433.8 -388.6 -346.8 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 249.87 245.88 241.89 946.03 1134.67 1311.72 395.29 379.5 364.63
0 0
0 0
0 0
0 0
0 380.15
103.53 3.65
137.59 3.65
119.74 2.24
111.11 1.94
103.77 1.64
97.47 1.34
92.04 1.04
87.3 0.74
93.48 -1.07
188.64 -15.79
177.05 -14.87
166.73 -14.08
157.52 -13.41
149.26 -12.84
141.82 -12.35
203.07 ###
212.02 ###
220.97 ###
229.92 ###
238.87 ###
247.82 ###
0 0 0 0 0 0 0 0 0 0 422.46 113.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -324.2 ### ### 0 0 0 0 0 0 0 ### 242.01 1264.84 257.65 113.05 -8.86
mm²
mm
222.49 ###
231.37 ###
240.24 ###
0 0 0 0 0 0 0 0 0 0 422.46 117.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -308.2 ### ### 0 0 0 0 0 0 0 ### 237.89 1478.45 350.55
249.12 ###
257.99 ###
266.87 ###
275.74 ###
284.62 ###
293.49 ###
302.37 ###
0 0 0 0 0 0 0 0 0 0 422.46 192.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -178.4 ### ### 0 0 0 0 0 0 0 ### 221.92 2062.16 300
0 0 0 0 0 0 0 0 0 0 422.46 208.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -151.0 ### ### 0 0 0 0 0 0 0 ### 217.92 2191.18 288.4
0 0 0 0 0 0 0 0 0 0 422.46 223.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -125.2 ### ### 0 0 0 0 0 0 0 ### 213.93 2314.66 277.08
0 0 0 0 0 0 0 0 0 0 422.46 237.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -101.0 ### ### 0 0 0 0 0 0 0 ### 209.93 2433.09 266
135.11 -11.95
129.02 -11.6
123.48 -11.32
118.43 -11.09
113.81 -10.9
256.78 ###
265.73 ###
274.68 ###
283.63 ###
292.58 ###
301.53 ###
0 0 0 0 0 0 0 0 0 0 422.46 135.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -287.2 ### ### 0 0 0 0 0 0 0 ### 237.98 1377.89 248.79
0 0 0 0 0 0 0 0 0 0 422.46 154.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -252.8 ### ### 0 0 0 0 0 0 0 ### 233.95 1485.69 240.19
0 0 0 0 0 0 0 0 0 0 422.46 173.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -220.7 ### ### 0 0 0 0 0 0 0 ### 229.92 1588.77 231.8
0 0 0 0 0 0 0 0 0 0 422.46 190.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -190.7 ### ### 0 0 0 0 0 0 0 ### 225.89 1687.59 223.56
0 0 0 0 0 0 0 0 0 0 422.46 206.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -162.6 ### ### 0 0 0 0 0 0 0 ### 221.87 1782.57 215.44
0 0 0 0 0 0 0 0 0 0 422.46 221.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -136.2 ### ### 0 0 0 0 0 0 0 ### 217.84 1874.04 207.38
0 0 0 0 0 0 0 0 0 0 422.46 235.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -111.4 ### ### 0 0 0 0 0 0 0 ### 213.81 1962.32 199.37
107.8 -8.6
103.08 -8.39
98.83 -8.24
94.97 -8.12
91.47 -8.05
88.29 -8.01
85.37 -8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 138.0 157.3 175.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -272.2 -238.8 -207.6 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 233.9 229.9 225.91 1635.97 1785.23 1927.06 337.14 324.3 311.95
Bar diameter
50.5 d = 349.5 mm Asc = mm 934.1 Interval = 8.952 40 intervals n/d = 0.1200 n 41.94 50.89 59.84 68.79 77.75 Neutral axis Fc Conc comp force ### 214813.02 252597.3 290381.58 328165.87 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain 0 0 0 0 0 2 -0.01 -0.01 -0.01 -0.01 -0.01 inter strain 3 0 0 0 0 0 inter strain 4 0 0 0 0 0 inter strain 5 0 0 0 0 0 inter strain 6 0 0 0 0 0 inter strain 7 0 0 0 0 0 inter strain 8 0 0 0 0 0 inter strain 9 0 0 0 0 0 inter strain t strain Steel tens strain -0.03 -0.02 -0.02 -0.01 -0.01 fsc -10.25 93.65 170.52 229.68 Steel comp stress-158.50 2 -438.1 -438.1 -438.1 -438.1 -438.1 inter stress 3 0.0 0.0 0.0 0.0 0.0 inter stress 4 0.0 0.0 0.0 0.0 0.0 inter stress 5 0.0 0.0 0.0 0.0 0.0 inter stress 6 0.0 0.0 0.0 0.0 0.0 inter stress 7 0.0 0.0 0.0 0.0 0.0 inter stress 8 0.0 0.0 0.0 0.0 0.0 inter stress 9 0.0 0.0 0.0 0.0 0.0 inter stress fst -438.1 -438.1 -438.1 -438.1 Steel tens stress -438.1 Fsc -15091.94 ### 251107.67 338233.04 Steel comp force ### 2 ### -430098.99 ### ### ### inter Fs 3 0 0 0 0 0 inter Fs 4 0 0 0 0 0 inter Fs 5 0 0 0 0 0 inter Fs 6 0 0 0 0 0 inter Fs 7 0 0 0 0 0 inter Fs 8 0 0 0 0 0 inter Fs 9 0 0 0 0 0 inter Fs Fst ### -645148.49 ### ### ### Steel tens force z 326.6 322.57 318.54 314.51 Conc lever arm 330.63 0 0 0 0 0 Fc + Fsc - Fst N 0 0 0 0 0 MOR M Labels for chart N diff 0 0 0 0 0 M diff 0 0 0 0 0
3927
mm²
spacing = 149.5 mm
86.70 ###
95.65 ###
104.60 ###
113.55 ###
122.50 ###
131.46 ###
140.41 ###
149.36 ###
158.31 ###
167.26 ###
176.21 ###
185.16 ###
194.12 ###
0 0 0 0 0 0 0 0 0 -0.01 276.63 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 310.49 0 0
0 0 0 0 0 0 0 0 0 -0.01 314.79 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 306.46 0 0
0 0 0 0 0 0 0 0 0 -0.01 346.41 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 302.43 0 0
0 0 0 0 0 0 0 0 0 -0.01 373.06 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 298.4 0 250.94
0 0 0 0 0 0 0 0 0 -0.01 395.80 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 294.37 24.71 258.5
0 0 0 0 0 0 0 0 0 -0.01 415.45 -365.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 290.35 163.19 266.07
0 0 0 0 0 0 0 0 0 -0.01 422.46 -297.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 286.32 277.95 270.54
0 0 0 0 0 0 0 0 0 0 422.46 -237.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 282.29 374.41 273.17
0 0 0 0 0 0 0 0 0 0 422.46 -184.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 278.26 464.22 275.5
0 0 0 0 0 0 0 0 0 0 422.46 -137.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 274.23 548.47 277.52
0 0 0 0 0 0 0 0 0 0 422.46 -94.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 270.2 628 279.24
0 0 0 0 0 0 0 0 0 0 422.46 -56.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 266.18 703.49 280.65
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 -21.2 10.6 39.7 66.4 91.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -407.2 -364.1 ### ### ### ### ### ### 10379.4 ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 262.15 258.12 254.09 250.06 246.04 775.51 844.5 910.86 1020.46 1145.94 281.76 282.56 283.06 276.44 266.85
0 0
0 0
0 250.94
24.71 7.56
138.48 7.56
114.76 4.48
96.45 2.63
89.82 2.33
84.25 2.02
79.53 1.72
75.49 1.41
72.01 1.11
8T25
69 0.8
66.36 0.5
109.6 -6.61
125.48 -9.6
118.91 -9.19
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - X axis II
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
20
Bar diameter
d' = n max =
46 946.1 n/d = 0.0800 n 28.32 Neutral axis Fc Conc comp force ### 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain 0 2 -0.02 inter strain 3 0 inter strain 4 0 inter strain 5 0 inter strain 6 0 inter strain 7 0 inter strain 8 0 inter strain 9 0 inter strain t strain Steel tens strain -0.04 fsc Steel comp stress-452.64 2 -438.1 inter stress 3 0.0 inter stress 4 0.0 inter stress 5 0.0 inter stress 6 0.0 inter stress 7 0.0 inter stress 8 0.0 inter stress 9 0.0 inter stress fst Steel tens stress -438.1 Fsc Steel comp force ### 2 ### inter Fs 3 0 inter Fs 4 0 inter Fs 5 0 inter Fs 6 0 inter Fs 7 0 inter Fs 8 0 inter Fs 9 0 inter Fs Fst Steel tens force ### z Conc lever arm 341.26 0 Fc + Fsc - Fst N 0 MOR M Labels for chart N diff 0 M diff 0
16
d= Interval =
354 9.292
mm
Asc
2513
37.61 158760.25
46.90 ###
56.20 65.49 237203.32 276424.85
74.78 ###
0 0 0 0 0 -0.02 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.03 -0.02 -0.02 -0.02 -0.01 -171.74 -2.14 111.37 192.67 253.77 -438.1 -438.1 -438.1 -438.1 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -161864.04 -2018.74 104965.78 181590.53 ### -275263.36 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -412895.03 ### ### ### ### 337.07 332.89 328.71 324.53 320.35 0 0 0 0 0 0 0 0 0 0 0 0
spacing =
154
84.07 ###
93.36 ###
102.66 ###
111.95 ###
121.24 ###
130.53 ###
139.82 ###
149.12 ###
158.41 ###
167.70 ###
176.99 ###
186.28 ###
195.58 ###
204.87 ###
214.16 ###
0 0 0 0 0 0 0 0 0 -0.01 301.36 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 316.17 0 166.2
0 0 0 0 0 0 0 0 0 -0.01 339.48 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 311.99 25.88 175.12
0 0 0 0 0 0 0 0 0 -0.01 370.70 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 307.8 94.53 184.03
0 0 0 0 0 0 0 0 0 -0.01 396.73 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 303.62 158.29 191.87
0 0 0 0 0 0 0 0 0 -0.01 418.78 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 299.44 218.28 198.8
0 0 0 0 0 0 0 0 0 -0.01 422.46 -372.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 295.26 302.17 202.73
0 0 0 0 0 0 0 0 0 -0.01 422.46 -301.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 291.08 386.18 205.81
0 0 0 0 0 0 0 0 0 0 422.46 -238.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 286.9 464.6 208.55
0 0 0 0 0 0 0 0 0 0 422.46 -183.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 282.72 538.43 210.97
0 0 0 0 0 0 0 0 0 0 422.46 -134.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 278.54 608.42 213.06
0 0 0 0 0 0 0 0 0 0 422.46 -91.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 274.35 675.17 214.82
0 0 0 0 0 0 0 0 0 0 422.46 -51.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 270.17 739.19 216.25
0 0 0 0 0 0 0 0 0 0 422.46 -15.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 265.99 800.84 217.35
0 0 0 0 0 0 0 0 0 0 422.46 16.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 261.81 860.46 218.13
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 46.3 73.5 98.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -409.0 -364.7 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 257.63 253.45 249.27 918.32 1002.07 1098.74 218.58 214.47 207.84
25.88 8.92
68.64 8.92
63.76 7.84
60 6.93
83.89 3.94
84.01 3.07
78.42 2.74
73.82 2.42
69.99 2.09
66.76 1.76
64.01 1.43
61.66 1.1
59.62 0.78
57.85 0.45
83.76 -4.11
96.67 -6.63
207.12 ###
216.76 ###
mm²
mm
40 intervals
0 0
0 0
0 0
0 166.2
223.45 ###
232.74 ###
242.04 ###
251.33 ###
260.62 ###
269.91 ###
279.20 ###
288.50 ###
297.79 ###
0 0 0 0 0 0 0 0 0 0 422.46 121.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -323.8 ### ### 0 0 0 0 0 0 0 ### 245.08 1190.99 201.37
0 0 0 0 0 0 0 0 0 0 422.46 143.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -286.0 ### ### 0 0 0 0 0 0 0 ### 240.9 1279.33 195.01
0 0 0 0 0 0 0 0 0 0 422.46 162.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -250.8 ### ### 0 0 0 0 0 0 0 ### 236.72 1364.16 188.72
0 0 0 0 0 0 0 0 0 0 422.46 181.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -218.1 ### ### 0 0 0 0 0 0 0 ### 232.54 1445.85 182.45
0 0 0 0 0 0 0 0 0 0 422.46 198.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -187.5 ### ### 0 0 0 0 0 0 0 ### 228.36 1524.71 176.17
0 0 0 0 0 0 0 0 0 0 422.46 214.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -158.9 ### ### 0 0 0 0 0 0 0 ### 224.18 1601.02 169.84
0 0 0 0 0 0 0 0 0 0 422.46 229.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -132.1 ### ### 0 0 0 0 0 0 0 ### 220 1675.02 163.45
92.25 -6.47
88.33 -6.36
84.83 -6.29
81.69 -6.27
78.86 -6.28
76.31 -6.32
74 -6.39
71.89 -6.49
226.41 ###
236.05 ###
245.70 ###
255.34 ###
264.98 ###
274.63 ###
284.27 ###
293.92 ###
0 0 0 0 0 0 0 0 0 0 422.46 171.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -240.4 ### ### 0 0 0 0 0 0 0 ### 236.76 1297.33 152.7
0 0 0 0 0 0 0 0 0 0 422.46 190.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -207.4 ### 76491.8 0 0 0 0 0 0 0 ### 232.42 1365.41 147.85
0 0 0 0 0 0 0 0 0 0 422.46 207.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -176.6 ### 83446.3 0 0 0 0 0 0 0 ### 228.08 1431.64 142.86
0 0 0 0 0 0 0 0 0 0 422.46 223.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -147.9 ### ### 0 0 0 0 0 0 0 ### 223.74 1496.2 137.7
Bar diameter
d' = n max =
44 d= 356 Asc mm 951.5 Interval = 9.644 40 intervals n/d = 0.0400 n 14.24 23.88 33.53 43.17 52.82 Neutral axis Fc ### 182229.01 222936.34 Conc comp force ### 100814.36 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain -0.01 0 0 0 0 2 -0.05 -0.03 -0.02 -0.01 -0.01 inter strain 3 0 0 0 0 0 inter strain 4 0 0 0 0 0 inter strain 5 0 0 0 0 0 inter strain 6 0 0 0 0 0 inter strain 7 0 0 0 0 0 inter strain 8 0 0 0 0 0 inter strain 9 0 0 0 0 0 inter strain t strain Steel tens strain -0.08 -0.05 -0.03 -0.03 -0.02 fsc -605.20 -234.27 -29.06 101.21 Steel comp stress ### 2 -438.1 -438.1 -438.1 -438.1 -438.1 inter stress 3 0.0 0.0 0.0 0.0 0.0 inter stress 4 0.0 0.0 0.0 0.0 0.0 inter stress 5 0.0 0.0 0.0 0.0 0.0 inter stress 6 0.0 0.0 0.0 0.0 0.0 inter stress 7 0.0 0.0 0.0 0.0 0.0 inter stress 8 0.0 0.0 0.0 0.0 0.0 inter stress 9 0.0 0.0 0.0 0.0 0.0 inter stress fst -438.1 -438.1 -438.1 -438.1 Steel tens stress -438.1 Fsc ### -17527.8 61048.46 Steel comp force ### -365047.78 2 ### -176168.55 ### ### ### inter Fs 3 0 0 0 0 0 inter Fs 4 0 0 0 0 0 inter Fs 5 0 0 0 0 0 inter Fs 6 0 0 0 0 0 inter Fs 7 0 0 0 0 0 inter Fs 8 0 0 0 0 0 inter Fs 9 0 0 0 0 0 inter Fs Fst ### ### ### Steel tens force ### -264252.82 z 345.25 340.91 336.57 332.23 Conc lever arm 349.59 0 0 0 0 0 Fc + Fsc - Fst N 0 0 0 0 0 MOR M Labels for chart N diff 0 0 0 0 0 M diff 0 0 0 0 106.36
12
Made by RMW Job No R68 Date 11-May-09
© 1999 BCA for RCC
spacing =
156
62.46 ###
1608
72.10 ###
81.75 ###
91.39 ###
101.04 ###
110.68 ###
120.32 ###
129.97 ###
139.61 ###
149.26 ###
158.90 ###
168.54 ###
178.19 ###
187.83 ###
197.48 ###
0 -0.01 0 0 0 0 0 0 0 -0.02 191.25 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 327.89 0 106.36
0 -0.01 0 0 0 0 0 0 0 -0.01 257.21 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 323.55 19.07 116.42
0 -0.01 0 0 0 0 0 0 0 -0.01 307.60 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 319.21 90.18 126.49
0 0 0 0 0 0 0 0 0 -0.01 347.36 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 314.87 154.86 135.2
0 0 0 0 0 0 0 0 0 -0.01 379.52 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 310.53 214.98 142.84
0 0 0 0 0 0 0 0 0 -0.01 406.09 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 306.19 271.7 149.6
0 0 0 0 0 0 0 0 0 -0.01 422.46 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 301.85 322.29 155.05
0 0 0 0 0 0 0 0 0 -0.01 422.46 -377.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 297.51 387.49 158.61
0 0 0 0 0 0 0 0 0 -0.01 422.46 -302.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 293.17 458.12 161.81
0 0 0 0 0 0 0 0 0 0 422.46 -238.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 288.83 524.88 164.66
0 0 0 0 0 0 0 0 0 0 422.46 -181.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 284.5 588.48 167.16
0 0 0 0 0 0 0 0 0 0 422.46 -130.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 280.16 649.46 169.3
0 0 0 0 0 0 0 0 0 0 422.46 -85.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 275.82 708.24 171.09
0 0 0 0 0 0 0 0 0 0 422.46 -45.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 271.48 765.17 172.53
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 -8.9 24.1 54.1 81.6 106.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -400.7 -355.7 ### ### ### ### ### ### 9676.45 21769.5 ### 42991.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 267.14 262.8 258.46 254.12 249.78 820.52 874.5 927.3 1001.65 1079.64 173.61 174.34 174.72 171.22 166.66
19.07 10.07
71.1 10.07
64.69 8.71
60.11 7.64
56.73 6.76
50.58 5.45
65.2 3.56
70.63 3.2
66.76 2.85
63.6 2.5
60.98 2.14
58.79 1.79
56.93 1.44
55.34 1.08
53.98 0.73
52.8 0.38
74.35 -3.5
77.99 -4.56
75.06 -4.58
72.47 -4.64
70.16 -4.73
68.09 -4.85
66.23 -4.99
64.56 -5.16
63.04 -5.34
195.64 ###
205.37 ###
215.10 ###
224.83 ###
234.56 ###
244.30 ###
254.03 ###
263.76 ###
273.49 ###
283.22 ###
292.95 ###
0 0 0 0 0 0 0 0 0 0 422.46 49.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 261.2 913.76 139.84
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 77.3 103.1 126.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -414.6 -368.4 -325.8 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 256.83 252.45 248.07 969.17 1031.78 1092.68 138.66 135.91 132.99
0 0 0 0 0 0 0 0 0 0 422.46 148.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -286.5 ### ### 0 0 0 0 0 0 0 ### 243.69 1152.05 129.89
0 0 0 0 0 0 0 0 0 0 422.46 169.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -250.1 ### ### 0 0 0 0 0 0 0 ### 239.31 1210.08 126.58
58.03 -3.31 0
56.82 -3.53 0
mm²
mm
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 130.2 151.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -314.3 -276.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 245.44 241.1 1154.7 1227.17 162.08 157.44
8T16
Bar diameter
d' = n max =
42 d= 358 956.8 Interval = 9.732 n/d = 0.0300 n 10.74 20.47 30.20 Neutral axis Fc 86410.2 ### Conc comp force ### 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain -0.01 0 0 2 -0.06 -0.03 -0.02 inter strain 3 0 0 0 inter strain 4 0 0 0 inter strain 5 0 0 0 inter strain 6 0 0 0 inter strain 7 0 0 0 inter strain 8 0 0 0 inter strain 9 0 0 0 inter strain t strain Steel tens strain -0.11 -0.06 -0.04 fsc -751.78 -289.05 Steel comp stress ### 2 -438.1 -438.1 -438.1 inter stress 3 0.0 0.0 0.0 inter stress 4 0.0 0.0 0.0 inter stress 5 0.0 0.0 0.0 inter stress 6 0.0 0.0 0.0 inter stress 7 0.0 0.0 0.0 inter stress 8 0.0 0.0 0.0 inter stress 9 0.0 0.0 0.0 inter stress fst -438.1 -438.1 Steel tens stress -438.1 Fsc ### Steel comp force ### -255071.68 2 ### -99094.81 ### inter Fs 3 0 0 0 inter Fs 4 0 0 0 inter Fs 5 0 0 0 inter Fs 6 0 0 0 inter Fs 7 0 0 0 inter Fs 8 0 0 0 inter Fs 9 0 0 0 inter Fs Fst ### Steel tens force ### -148642.21 z 348.79 344.41 Conc lever arm 353.17 0 0 0 Fc + Fsc - Fst N 0 0 0 MOR M Labels for chart N diff 0 0 0 M diff 0 0 0 N Bal 0 0 0
Asc
mm
905
spacing =
158
69.13 ###
78.86 ###
88.59 ###
98.32 ###
108.06 ###
117.79 ###
127.52 ###
137.25 ###
146.98 ###
156.71 ###
166.44 ###
176.18 ###
185.91 ###
0 -0.01 0 0 0 0 0 0 0 -0.01 259.07 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 326.89 131.96 86.66
0 -0.01 0 0 0 0 0 0 0 -0.01 311.56 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 322.51 190.84 94.95
0 0 0 0 0 0 0 0 0 -0.01 352.51 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 318.13 245.81 102.26
0 0 0 0 0 0 0 0 0 -0.01 385.35 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 313.75 298.03 108.79
0 0 0 0 0 0 0 0 0 -0.01 412.28 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 309.38 348.25 114.63
0 0 0 0 0 0 0 0 0 -0.01 422.46 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 305 392.78 119.22
0 0 0 0 0 0 0 0 0 -0.01 422.46 -397.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 300.62 442.95 122.9
0 0 0 0 0 0 0 0 0 -0.01 422.46 -320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 296.24 501.63 126.22
0 0 0 0 0 0 0 0 0 -0.01 422.46 -252.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 291.86 557.99 129.18
0 0 0 0 0 0 0 0 0 0 422.46 -193.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 287.48 612.44 131.78
0 0 0 0 0 0 0 0 0 0 422.46 -141.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 283.1 665.33 134.02
0 0 0 0 0 0 0 0 0 0 422.46 -94.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 278.72 716.92 135.91
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 -53.1 -15.6 18.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 ### ### ### ### -3529.9 4140.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 274.34 269.96 265.58 767.41 816.96 865.7 137.43 138.59 139.39
58.88 8.29 0
54.97 7.32 0
52.22 6.52 0
50.21 5.84 0
44.53 4.59 0
50.17 3.68 0
58.68 3.32 0
56.35 2.96 0
54.46 2.6 0
52.89 2.24 0
51.59 1.88 0
50.49 1.52 0
3500 1
0 2
1000 3
0 4
500 5
0 6
mm²
mm
40 intervals 39.93 49.67 168563.52 209640.19
59.40 ###
0 0 0 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.03 -0.02 -0.02 -51.84 92.41 189.40 -438.1 -438.1 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -17588.51 31354.79 ### -99094.81 -99094.81 ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 340.03 335.65 331.27 0 0 67.24 0 67.51 77.08 0 67.51 0
67.24 9.57 0
64.72 9.57 0
0 0
0 359.5
0 0
CHART MARKERS 0 138.42
0 0
0 187.94
labels
49.55 1.16 0
48.75 0.8 0
48.05 0.44 0
55.42 -1.18 0
62.61 -2.76 0
60.89 -2.92 0
59.38 -3.1 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 188.1 205.7 222.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -216.3 -184.8 -155.4 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 234.93 230.55 226.17 1266.9 1322.64 1377.4 123.05 119.29 115.28 55.74 -3.76 0
54.76 -4.01 0
53.88 -4.27 0
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - X axis III
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
Made by RMW Job No R68 Date 11-May-09
© 1999 BCA for RCC
40 Bar diameter continued Interval = -20.000 20 intervals 300.00 ###
310.00 ###
320.00 ###
330.00 ###
340.00 ###
350.00 ###
360.00 ###
370.00 ###
380.00 ###
390.00 ###
400.00 ###
380.00 ###
360.00 ###
340.00 ###
320.00 ###
300.00 ###
280.00 ###
260.00 ###
240.00 ###
Solve for Nuz 220.00 200.00 180.00 160.00 140.00 120.00 100.00 80.00 60.00 40.00 20.00 928620 844200 759780 675360 590940 506520 422100 337680 253260 168840 84420
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -135 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -139.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -144 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -148.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -153 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -157.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -162 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -166.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -171 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -175.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -180 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -171 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -162 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -153 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -144 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -135 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -126 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -117 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -108 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -99 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -90 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -81 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 421.87 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -72 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 384.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -63 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 334.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -54 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 264.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -45 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 159.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -36 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 -15.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -27 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.02 0.02 0 -365.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -18 #DIV/0! #DIV/0!
-0.01 0 0 0.01 0.01 0.02 0.02 0.03 0.04 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -9 #DIV/0! #DIV/0!
Nuz 0.00 0
#DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.0 0.0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! 0
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max
32 Bar diameter continued 311.25 ###
320.12 ###
329.00 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 250.2 262.7 274.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -78.2 -56.6 -36.2 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 205.94 201.95 197.95 2546.9 2656.48 2762.17 255.1 244.35 233.71 8T32 109.58 105.69 102.1 -10.75 -10.64 -10.56
Interval = 26.238 20 intervals
337.87 ###
346.75 ###
355.62 ###
364.50 ###
373.37 ###
382.25 ###
391.12 ###
0 0 0 0 0 0 0 0 0 0 422.46 285.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -16.8 ### ### 0 0 0 0 0 0 0 ### 193.96 2864.27 223.14
0 0 0 0 0 0 0 0 0 0 422.46 296.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -14.1 ### ### 0 0 0 0 0 0 0 ### 189.96 2925.34 218.14
0 0 0 0 0 0 0 0 0 0 422.46 306.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 ### ### 0 0 0 0 0 0 0 7979.9 185.97 3021.08 207.65
0 0 0 0 0 0 0 0 0 0 422.46 315.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 19.9 ### ### 0 0 0 0 0 0 0 ### 181.98 3113.97 197.16
61.07 -5.01
95.73 -10.49
92.89 -10.49
90.26 -10.51
87.81 -10.55
85.52 -10.61
83.39 -10.68
355.24 ###
364.19 ###
373.15 ###
382.10 ###
391.05 ###
0 0 0 0 0 0 0 0 0 0 422.46 324.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 28.7 ### ### 0 0 0 0 0 0 0 ### 181.58 2558.36 137.22
0 0 0 0 0 0 0 0 0 0 422.46 333.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 44.1 ### ### 0 0 0 0 0 0 0 ### 177.56 2627.39 128.55
69.03 -8.67
67.6 -8.82
319.44 ###
0 0 0 0 0 0 0 0 0 0 422.46 249.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -88.0 ### ### 0 0 0 0 0 0 0 ### 209.78 2047.7 191.38
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 261.7 273.7 285.0 295.7 305.9 315.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -65.9 -45.0 -25.2 -6.5 -4.3 12.6 ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### 205.75 201.73 197.7 193.67 189.64 185.61 2130.4 2210.66 2288.66 2364.59 2415.57 2487.79 183.36 175.31 167.19 159 154.15 145.75 80.26 -8.05
78 -8.11
75.92 -8.19
346.29 ###
50.98 -4.85
452.48 ###
478.71 ###
504.95 ###
531.19 ###
557.43 ###
583.67 ###
609.91 ###
636.14 ###
662.38 ###
688.62 ###
714.86 ###
741.10 ###
767.33 ###
793.57 ###
819.81 ###
846.05 ###
Solve for Nuz Nuz 872.29 898.53 924.76 ### ### ###
235.34 -32.16
186.99 -26.35
98.06 -10.33
87.42 -9.26
57.16 -8.35
51.78 -7.56
47.13 -6.88
43.07 -6.29
39.52 -5.77
36.39 -5.31
33.61 -4.91
31.15 -4.55
28.94 -4.23
26.96 -3.94
25.18 -3.68
23.57 -3.44
22.11 -3.23
20.78 -3.03
506.82 ###
533.53 ###
560.24 ###
586.94 ###
613.65 ###
640.35 ###
667.06 ###
693.77 ###
720.47 ###
747.18 ###
773.88 ###
800.59 ###
827.29 ###
854.00 ###
19.56 -2.86
18.45 -2.69
235.34 max
Interval = 26.706 20 intervals
310.49 ###
82.71 -8.01
337.34 ###
426.24 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 325.0 333.7 342.1 350.0 371.5 390.6 407.6 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 35.7 50.7 65.1 78.9 116.1 149.1 178.4 204.7 228.4 249.9 269.4 287.3 303.6 318.7 332.6 345.6 357.6 368.7 379.2 388.9 398.1 406.7 414.8 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 177.98 173.99 169.99 166 154.19 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 3204.23 3292.04 3377.56 3460.95 3696.29 3883.27 3981.34 4068.75 4125.91 4177.7 4224.82 4267.89 4307.41 4343.8 4377.42 4408.56 4437.51 4464.47 4489.65 4513.21 4535.32 4556.1 4575.66 4594.11 186.65 176.1 165.49 154.8 122.65 96.3 85.96 76.7 68.36 60.8 53.92 47.63 41.86 36.55 31.64 27.09 22.86 18.93 15.25 11.81 8.58 5.55 2.69 0
25 Bar diameter continued 328.39 ###
400.00 ###
72.22 -8.4
70.57 -8.53
400.00 ###
426.71 ###
453.41 ###
480.12 ###
Solve for Nuz Nuz 880.71 907.41 934.12 ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 342.0 350.0 371.9 391.2 408.4 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 58.7 72.7 111.0 144.8 174.8 201.7 225.8 247.7 267.5 285.7 302.3 317.6 331.7 344.8 356.9 368.2 378.8 388.6 397.9 406.6 414.8 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 173.53 169.5 157.48 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 2694.99 2761.26 2951.86 3095.44 3156.5 3209.84 3245.42 3277.61 3306.87 3333.58 3358.07 3380.59 3401.38 3420.63 3438.51 3455.15 3470.68 3485.2 3498.82 3511.61 3523.65 3535 119.74 110.76 82.94 61.13 54.52 48.61 43.29 38.48 34.11 30.11 26.45 23.08 19.98 17.1 14.43 11.94 9.62 7.45 5.41 3.5 1.7 0 66.27 -8.98
190.6 -27.82
143.58 -21.81
61.06 -6.61
53.34 -5.91
35.58 -5.32
32.19 -4.81
29.26 -4.37
26.71 -3.99
24.49 -3.66
22.52 -3.37
20.79 -3.11
19.25 -2.88
17.87 -2.67
16.64 -2.49
15.53 -2.32
14.53 -2.17
13.62 -2.04
12.79 -1.91
12.04 -1.8
11.35 -1.7
190.6 max
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - X axis IV
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
20 Bar diameter continued 307.08 ###
316.37 ###
0 0 0 0 0 0 0 0 0 0 422.46 244.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -107.0 ### ### 0 0 0 0 0 0 0 ### 215.81 1746.91 156.96
0 0 0 0 0 0 0 0 0 0 422.46 257.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -83.3 ### ### 0 0 0 0 0 0 0 ### 211.63 1816.88 150.36
69.97 -6.6
68.22 -6.73
325.66 ###
334.96 ###
344.25 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 270.1 282.0 293.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -60.9 -39.8 -19.8 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 207.45 203.27 199.09 1885.1 1951.71 2016.84 143.63 136.75 129.71 8T20 66.61 65.13 63.77 -6.88 -7.04 -7.22
Interval = 27.307 20 intervals 353.54 ###
362.83 ###
372.12 ###
381.42 ###
390.71 ###
0 0 0 0 0 0 0 0 0 0 422.46 304.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.9 ### ### 0 0 0 0 0 0 0 -858.4 194.91 2080.61 122.49
0 0 0 0 0 0 0 0 0 0 422.46 314.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.4 ### ### 0 0 0 0 0 0 0 1325.08 190.73 2128.38 117.36
47.78 -5.14
61.35 -7.6
60.27 -7.81
59.27 -8.03
58.34 -8.25
0 0 0 0 0 0 0 0 0 0 422.46 238.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -120.9 ### ### 0 0 0 0 0 0 0 ### 219.4 1559.24 132.36 61.66 -5.54
313.20 ###
322.85 ###
332.49 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 253.0 266.4 278.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -95.6 -71.9 -49.5 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 215.06 210.72 206.38 1620.9 1681.32 1740.59 126.83 121.08 115.11 60.41 -5.75
59.27 -5.97
58.22 -6.2
342.14 ###
351.78 ###
361.42 ###
371.07 ###
380.71 ###
390.36 ###
427.31 ###
454.61 ###
481.92 ###
509.23 ###
536.54 ###
563.84 ###
591.15 ###
618.46 ###
645.77 ###
673.07 ###
700.38 ###
727.69 ###
754.99 ###
782.30 ###
809.61 ###
836.92 ###
864.22 ###
Solve for Nuz Nuz 891.53 918.84 946.15 ### ### ###
166.63 -25.6
117.53 -18.97
40.07 -4.48
34.13 -4
23.34 -3.59
21.08 -3.25
19.13 -2.95
17.44 -2.69
15.97 -2.46
14.67 -2.26
13.53 -2.08
12.51 -1.93
11.61 -1.79
10.8 -1.66
10.07 -1.55
9.41 -1.45
8.82 -1.36
8.28 -1.27
510.30 ###
537.87 ###
565.45 ###
593.02 ###
620.60 ###
648.17 ###
675.75 ###
703.32 ###
730.89 ###
758.47 ###
786.04 ###
813.62 ###
841.19 ###
868.77 ###
7.79 -1.2
7.34 -1.13
166.63 max
Interval = 27.575 20 intervals
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 290.8 302.0 312.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -28.4 -8.4 -5.1 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 202.04 197.7 193.36 1798.81 1856.07 1903.02 108.91 102.46 97.23 57.26 -6.45
400.00 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 323.8 332.9 341.7 350.0 372.4 392.0 409.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 18.5 34.7 50.1 64.9 104.5 139.3 170.2 197.7 222.5 244.9 265.2 283.7 300.6 316.2 330.6 343.8 356.2 367.6 378.3 388.3 397.6 406.4 414.7 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 186.54 182.36 178.18 174 161.71 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 2189.73 2250 2309.27 2367.61 2534.24 2651.77 2691.84 2725.98 2749.32 2770.4 2789.53 2806.98 2822.94 2837.62 2851.15 2863.66 2875.27 2886.07 2896.13 2905.55 2914.36 2922.64 2930.43 2937.76 109.76 101.95 93.92 85.67 60.07 41.1 36.62 32.62 29.02 25.77 22.83 20.14 17.68 15.42 13.34 11.41 9.62 7.96 6.41 4.96 3.6 2.33 1.13 0
16 Bar diameter continued 303.56 ###
Made by RMW Job No R68 Date 11-May-09
© 1999 BCA for RCC
400.00 ###
427.57 ###
455.15 ###
482.72 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 322.7 332.3 341.4 350.0 372.6 392.4 410.0 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.8 29.8 46.0 61.4 101.5 136.9 168.1 196.0 221.1 243.7 264.1 282.8 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7715.74 ### ### 37015.5 ### ### ### ### ### ### ### ### 189.02 184.68 180.34 176 163.59 156 156 156 156 156 156 156 1958.59 2013.4 2067.51 2120.98 2270.69 2371.17 2397.1 2418.94 2434.05 2447.67 2460.03 2471.3 90.27 83.04 75.53 67.75 43.9 26.87 23.93 21.31 18.95 16.83 14.9 13.14
46.95 -5.23
55.56 -6.96
54.81 -7.23
54.12 -7.5
53.47 -7.78
351.34 ###
361.07 ###
370.81 ###
380.54 ###
390.27 ###
149.7 -23.85
100.48 -17.02
25.93 -2.94
21.85 -2.62
Solve for Nuz Nuz 896.34 923.92 951.49 ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 299.9 315.6 330.0 343.4 355.8 367.3 378.1 388.1 397.5 406.3 414.6 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### 156 156 156 156 156 156 156 156 156 156 156 156 2481.6 2491.06 2499.78 2507.85 2515.32 2522.28 2528.76 2534.81 2540.49 2545.81 2550.81 2555.53 11.53 10.06 8.7 7.44 6.27 5.19 4.18 3.23 2.35 1.52 0.74 0
15.1 -2.36
13.63 -2.13
12.36 -1.93
11.26 -1.76
10.3 -1.61
9.46 -1.48
8.72 -1.36
8.06 -1.26
7.48 -1.17
6.95 -1.08
6.48 -1.01
6.06 -0.94
5.67 -0.88
5.32 -0.83
511.37 ###
539.21 ###
567.05 ###
594.89 ###
622.73 ###
650.58 ###
678.42 ###
706.26 ###
734.10 ###
761.94 ###
789.79 ###
817.63 ###
845.47 ###
873.31 ###
5 -0.78
4.71 -0.74
149.7 max
12 Bar diameter continued Interval = 27.842 20 intervals 302.69 ###
312.42 ###
0 0 0 0 0 0 0 0 0 0 422.46 237.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -127.9 ### ### 0 0 0 0 0 0 0 ### 221.79 1431.28 111.01
0 0 0 0 0 0 0 0 0 0 422.46 251.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -102.1 ### ### 0 0 0 0 0 0 0 ### 217.41 1484.37 106.47
53.09 -4.54 0
52.36 -4.81 0
322.15 ###
331.88 ###
341.61 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 265.4 278.2 290.2 301.5 312.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -77.9 -55.1 -33.6 -13.3 -9.7 ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 213.03 208.65 204.28 199.9 195.52 1536.73 1588.43 1639.52 1690.06 1734.78 101.66 96.56 91.17 85.49 80.34 8T12 51.7 51.09 50.54 44.72 49.56 -5.1 -5.39 -5.68 -5.15 -6.29 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 422.46 322.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.5 ### ### 0 0 0 0 0 0 0 2897.78 191.14 1784.34 74.06 49.12 -6.6 0
400.00 ###
427.84 ###
455.68 ###
483.53 ###
Solve for Nuz Nuz 901.15 928.99 956.84 ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 332.1 341.3 350.0 372.8 392.8 410.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.8 42.2 57.9 98.6 134.4 166.1 194.3 219.6 242.4 263.1 281.9 299.2 315.0 329.5 343.0 355.5 367.1 377.9 388.0 397.4 406.3 414.6 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 84320 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8761.74 ### 19633.7 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 186.76 182.38 178 165.47 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 1833.47 1882.19 1930.54 2067.04 2153.79 2168.53 2180.82 2189.41 2197.15 2204.17 2210.56 2216.4 2221.77 2226.71 2231.27 2235.51 2239.44 2243.1 2246.53 2249.74 2252.74 2255.57 2258.23 67.46 60.54 53.31 30.85 15.44 13.74 12.23 10.87 9.65 8.54 7.53 6.61 5.76 4.98 4.26 3.59 2.97 2.39 1.85 1.34 0.87 0.42 0 48.72 -6.91 0
48.35 -7.23 0
136.5 86.74 -22.46 -15.41 1882.19 0
14.75 -1.7 0
12.29 -1.51 0
8.59 -1.36 0
7.74 -1.22 0
7.02 -1.11 0
6.39 -1.01 0
5.84 -0.92 0
5.36 -0.85 0
4.94 -0.78 0
4.57 -0.72 0
4.23 -0.67 0
3.93 -0.62 0
3.67 -0.58 0
3.42 -0.54 0
3.21 -0.51 0
3.01 -0.48 0
2.83 -0.45 0
2.66 -0.42 0
136.5 max 1882.19 max
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
Project Location
CALCULATIONS - Y axis I
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
Made by RMW Date
© 1999 BCA for RCC
Job No R68 11-May-09
CALCULATIONS - Y axis .67fcu/gm = fy/gm = net fy/gm =
40
N M
Labels
32
N M
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8T40
54 d = 246 mm Asc = 6434 mm² spacing = 96 mm mm 657.5 Interval = 6.701 40 intervals n/d = 0.1300 58.78 65.48 72.18 78.88 85.58 92.28 ### ### ### ### ### ###
0 0
0 0
0 0
0 0
98.99 ###
105.69 112.39 119.09 125.79 132.49 139.19 145.89 152.59 159.29 165.99 172.69 179.39 186.09 192.79 199.49 206.19 212.89 219.59 226.29 233.00 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
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0 0
0 0
0 0
0 0
0 0
0 238.86
38.36 6.11
167.93 154.05 142.29 132.22 116.77 111.64 198.81 6.11 5.42 4.79 4.23 3.06 -1.63 -10.63
0 0 0 0 0 0 0 0 0 0 422.46 40.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -381.1 ### ### 0 0 0 0 0 0 0 ### 174.32 1062.06 256.32 185.8 -9.97
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 67.4 92.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -337.4 -297.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 171.3 168.29 1247.86 1422.17 246.35 236.94 174.31 -9.41
164.1 -8.95
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 114.7 135.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -259.9 -225.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 165.27 162.26 1586.27 1741.27 227.99 219.44 155 -8.55
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 155.4 173.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -193.2 -163.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 159.24 156.23 1888.12 2027.64 211.22 203.27
146.85 139.52 -8.22 -7.95
132.9 -7.72
0 0 0 0 0 0 0 0 0 0 422.46 190.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -135.1 ### ### 0 0 0 0 0 0 0 ### 153.21 2160.54 195.55
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 206.8 221.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -108.9 -84.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 150.2 147.18 2287.45 2408.91 188 180.6
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 236.0 249.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -61.0 -39.1 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 144.17 141.15 2525.42 2637.39 173.32 166.11
126.91 121.47 116.51 111.97 107.82 -7.54 -7.4 -7.29 -7.21 -7.15
Bar diameter
d' = n max =
N M
-0.01 0 0 0.01 0.01 0.02 0.02 0.03 0.03 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -10.13 #DIV/0! #DIV/0!
31.98 38.68 45.38 52.08 Neutral axis ### ### ### Conc comp force ### 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0 0 0 0 Steel comp strain -0.01 -0.01 -0.01 -0.01 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain -0.02 -0.02 -0.01 Steel tens strain -0.02 Steel comp stress-497.62 -292.87 -148.58 -41.42 -438.1 -438.1 -438.1 -438.1 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress Steel tens stress -438.1 -438.1 -438.1 -438.1 ### ### ### Steel comp force ### ### ### ### ### inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs ### ### ### Steel tens force ### Conc lever arm 231.61 228.59 225.58 222.56 0 0 0 0 Fc + Fsc - Fst 0 0 0 0 MOR for chart
25
Labels
-0.01 0 0 0.01 0.02 0.02 0.03 0.04 0.05 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -6.75 #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
N diff M diff
n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
-0.02 0 0 0.02 0.03 0.05 0.06 0.07 0.09 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -3.38 #DIV/0! #DIV/0!
Bar diameter
d' = n max =
Labels
0.00 268.58 420.00 420.00
ALL CALCULATIONS DERIVED FROM FIGURE 3.3 AND CLAUSE 3.4.4.1
60 d= 0 Asc = 0 spacing = -30 mm mm mm mm² 0.0 Interval = 7.500 40 intervals n/d = 0.1500 7.50 15.00 22.50 30.00 37.50 45.00 52.50 60.00 67.50 75.00 82.50 90.00 97.50 105.00 112.50 120.00 127.50 135.00 142.50 150.00 157.50 165.00 172.50 180.00 187.50 195.00 202.50 210.00 217.50 225.00 42210 84420 126630 168840 211050 253260 295470 337680 379890 422100 464310 506520 548730 590940 633150 675360 717570 759780 801990 844200 886410 928620 970830 ### ### ### ### ### ### ###
0.00 Neutral axis 0 Conc comp force 0.00 inter d' 0.00 inter d' -30.00 inter d' -60.00 inter d' -90.00 inter d' -120.00 inter d' -150.00 inter d' -180.00 inter d' Steel comp strain#DIV/0! 0 inter strain 0 inter strain #DIV/0! inter strain #DIV/0! inter strain #DIV/0! inter strain #DIV/0! inter strain #DIV/0! inter strain #DIV/0! inter strain Steel tens strain #DIV/0! Steel comp stress#DIV/0! 0.0 inter stress 0.0 inter stress inter stress #DIV/0! inter stress #DIV/0! inter stress #DIV/0! inter stress #DIV/0! inter stress #DIV/0! inter stress #DIV/0! Steel tens stress #DIV/0! Steel comp force #DIV/0! 0 inter Fs 0 inter Fs #DIV/0! inter Fs #DIV/0! inter Fs #DIV/0! inter Fs #DIV/0! inter Fs #DIV/0! inter Fs #DIV/0! inter Fs Steel tens force #DIV/0! 0 Conc lever arm Fc + Fsc - Fst #DIV/0! #DIV/0! MOR for chart N diff M diff N Bal
n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
N/mm² N/mm² N/mm²
Bar diameter
d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
15.63 438.10 422.46
50.5 d = 249.5 mm Asc = 3927 mm² spacing = 99.5 mm mm 666.8 Interval = 6.752 40 intervals n/d = 0.1200 56.95 63.70 70.45 77.20 83.95 90.70 ### ### ### ### ### ###
29.94 36.69 43.44 50.19 Neutral axis ### ### ### Conc comp force ### 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0 0 0 0 Steel comp strain -0.01 -0.01 -0.01 -0.01 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain -0.02 -0.02 -0.01 Steel tens strain -0.03 Steel comp stress-496.33 -279.07 -129.34 -19.89 -438.1 -438.1 -438.1 -438.1 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress -438.1 -438.1 -438.1 -438.1 Steel tens stress ### ### ### ### Steel comp force ### ### ### ### inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs ### ### ### Steel tens force ### Conc lever arm 236.03 232.99 229.95 226.91 0 0 0 0 Fc + Fsc - Fst 0 0 0 0 MOR for chart N diff M diff
0 0
0 0
0 0
0 0
97.46 ###
0 0 0 0 0 0 0 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 63.60 129.40 182.59 226.47 263.29 294.64 321.64 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -377.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### 223.87 220.84 217.8 214.76 211.72 208.68 205.65 0 0 0 0 0 0 6.44 0 0 0 0 0 163.84 169.54
104.21 110.96 117.71 124.46 131.21 137.96 144.72 151.47 158.22 164.97 171.72 178.47 185.22 191.98 198.73 205.48 212.23 218.98 225.73 232.49 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 345.14 -307.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 202.61 147.58 175.23
0 0 0 0 0 0 0 0 0 0 365.78 -246.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 199.57 276.17 180.28
0 0 0 0 0 0 0 0 0 0 384.05 -192.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 196.53 394.36 184.75
0 0 0 0 0 0 0 0 0 0 400.34 -143.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 193.49 503.85 188.69
0 0 0 0 0 0 0 0 0 0 414.96 -100.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 190.45 605.99 192.16
0 0 0 0 0 0 0 0 0 0 422.46 -61.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 187.42 693.49 194.36
0 0 0 0 0 0 0 0 0 0 422.46 -25.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 184.38 766.34 195.22
87.5 2.2
72.86 0.87
69.75 0.64
0 0 0 0 0 0 0 0 0 0 422.46 6.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### 6655.95 0 0 0 0 0 0 0 ### 181.34 836.09 195.86
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 36.4 63.5 88.5 111.7 133.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -403.9 -358.7 -317.1 -278.6 -242.9 ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 178.3 175.26 172.23 169.19 166.15 953.55 1084.74 1208.6 1325.97 1437.55 191.25 184.8 178.64 172.72 166.97
0 0 0 0 0 0 0 0 0 0 422.46 153.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -209.7 ### 150263 0 0 0 0 0 0 0 ### 163.11 1543.95 161.36
0 0 0 0 0 0 0 0 0 0 422.46 171.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -178.8 ### ### 0 0 0 0 0 0 0 ### 160.07 1645.7 155.85
0 0 0 0 0 0 0 0 0 0 422.46 189.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -150.0 ### ### 0 0 0 0 0 0 0 ### 157.03 1743.27 150.41
101.76 -5.51
97.57 -5.44
93.78 -5.4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 205.3 220.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -122.9 -97.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 154 150.96 1837.04 1927.38 145.01 139.61
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 234.8 248.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -73.7 -51.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 147.92 144.88 2014.59 2098.93 134.21 128.79
8T25
0 0
0 0
0 0
0 0
0 163.84
6.44 5.69
141.14 128.59 118.19 109.49 102.14 5.69 5.05 4.47 3.95 3.47
117.46 131.19 123.86 117.36 111.58 -4.61 -6.45 -6.16 -5.93 -5.75
106.4 -5.61
90.34 -5.39
87.21 -5.4
84.35 -5.43
81.73 -5.47
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
Project Location
CALCULATIONS - Y axis II
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
20
N M
Labels
46 d = 254 mm Asc 2513 mm² spacing = 104 mm 678.9 Interval = 6.992 40 intervals n/d = 0.0800 48.29 55.28 62.27 69.26 76.26 83.25 ### ### ### ### ### ###
20.32 27.31 34.30 41.30 Neutral axis ### ### ### Conc comp force ### 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0 0 0 0 Steel comp strain -0.02 -0.02 -0.01 -0.01 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain -0.03 -0.02 -0.02 Steel tens strain -0.04 Steel comp stress-900.28 -494.60 -254.30 -95.37 -438.1 -438.1 -438.1 -438.1 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress Steel tens stress -438.1 -438.1 -438.1 -438.1 ### ### ### Steel comp force ### ### ### ### ### inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs ### ### ### Steel tens force ### Conc lever arm 244.86 241.71 238.56 235.42 0 0 0 0 Fc + Fsc - Fst 0 0 0 0 MOR for chart N diff M diff
16
N M
0 0
0 0
44 d= 684.2 Interval = n/d = 0.0400 10.24 17.48 Neutral axis ### Conc comp force ### 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' -0.01 Steel comp strain -0.01 -0.05 -0.03 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain -0.05 Steel tens strain -0.08 ### Steel comp stress ### -438.1 -438.1 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress Steel tens stress -438.1 -438.1 ### Steel comp force ### ### ### inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs ### Steel tens force ### Conc lever arm 251.39 248.13 0 0 Fc + Fsc - Fst 0 0 MOR
Labels
N diff M diff
N M
Job No R68 11-May-09
0 0
97.23 ###
104.22 111.22 118.21 125.20 132.19 139.18 146.18 153.17 160.16 167.15 174.14 181.14 188.13 195.12 202.11 209.10 216.10 223.09 230.08 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 17.53 101.88 167.28 219.48 262.10 297.57 327.54 353.20 375.42 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -379.9 -307.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 ### 96017.3 157658 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### 232.27 229.12 225.98 222.83 219.68 216.54 213.39 210.25 207.1 0 0 0 0 0 60.82 128.41 228.52 334.33 0 0 0 0 119.07 124.83 130.6 135.7 140.21 0 0
0 0
0 0
0 119.07
60.82 5.77
67.6 5.77
100.11 105.81 5.1 4.51
97.45 3.99
0 0 0 0 0 0 0 0 0 0 394.84 -244.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 203.95 431.78 144.21
0 0 0 0 0 0 0 0 0 0 411.97 -188.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 200.81 522.36 147.72
0 0 0 0 0 0 0 0 0 0 422.46 -138.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 197.66 602.77 150.35
0 0 0 0 0 0 0 0 0 0 422.46 -94.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 194.51 669.99 151.69
0 0 0 0 0 0 0 0 0 0 422.46 -54.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 191.37 734.41 152.79
0 0 0 0 0 0 0 0 0 0 422.46 -18.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 188.22 796.44 153.64
0 0 0 0 0 0 0 0 0 0 422.46 14.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### 9096.93 0 0 0 0 0 0 0 ### 185.07 856.39 154.24
0 0 0 0 0 0 0 0 0 0 422.46 44.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -410.1 ### ### 0 0 0 0 0 0 0 ### 181.93 940.89 151.85
0 0 0 0 0 0 0 0 0 0 422.46 71.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -363.7 ### ### 0 0 0 0 0 0 0 ### 178.78 1041.24 147.41
90.58 3.52
80.41 2.62
67.22 1.34
64.42 1.1
62.02 0.85
59.95 0.6
84.5 -2.39
100.35 -4.45
95.45 -4.33
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 97.1 120.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -321.0 -281.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 175.64 172.49 1136.69 1227.81 143.08 138.83 91.12 -4.25
87.27 -4.21
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 141.9 161.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -245.1 -211.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 169.34 166.2 1315.08 1398.92 134.62 130.41 83.84 -4.2
80.76 -4.22
0 0 0 0 0 0 0 0 0 0 422.46 180.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -179.7 ### ### 0 0 0 0 0 0 0 ### 163.05 1479.68 126.19 77.99 -4.26
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 197.9 214.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -150.3 -122.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 159.9 156.76 1557.67 1633.16 121.93 117.61 75.49 -4.32
73.22 -4.4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 229.3 243.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -97.0 -72.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 153.61 150.46 1706.38 1777.54 113.2 108.71
256 mm Asc 7.244 40 intervals
1608 mm²
24.73 ###
31.97 ###
46.46 ###
0 -0.02 0 0 0 0 0 0 0 -0.03 -561.18 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 244.87 0 0
0 -0.01 0 0 0 0 0 0 0 -0.02 -278.98 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 241.61 0 0
0 0
0 0
39.22 ###
53.70 ###
spacing =
60.95 ###
106
71.17 -4.5
69.29 -4.6
68.19 ###
mm
75.44 ###
82.68 ###
89.92 ###
97.17 ###
104.41 111.66 118.90 126.14 133.39 140.63 147.88 155.12 162.36 169.61 176.85 184.10 191.34 198.58 205.83 213.07 220.32 227.56 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 -101.03 21.43 110.85 179.02 232.70 276.07 311.85 341.86 367.39 389.38 408.52 422.46 422.46 422.46 422.46 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -380.6 -305.6 -240.4 -183.1 -132.4 -87.2 -46.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 238.35 235.09 231.83 228.57 225.31 222.05 218.79 215.53 212.27 209.01 205.75 202.5 199.24 195.98 192.72 0 0 0 10.57 83.73 150.66 213 271.87 351.16 435.35 513.89 586.11 647.27 706.22 763.3 0 0 74.32 81.5 88.68 94.93 100.44 105.3 109.62 113.44 116.82 119.59 121.21 122.57 123.66
0 0 0 0 0 0 0 0 0 0 422.46 -10.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### -4043.1 0 0 0 0 0 0 0 ### 189.46 818.77 124.48
0 0 0 0 0 0 0 0 0 0 422.46 23.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### 9290.95 0 0 0 0 0 0 0 ### 186.2 872.88 125.03
0 0 0 0 0 0 0 0 0 0 422.46 53.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -403.7 ### ### 0 0 0 0 0 0 0 ### 182.94 946.54 123.13
54.1 0.56
73.66 -1.91
80.31 -2.99
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 80.9 106.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -356.6 -313.3 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 179.68 176.42 1026.85 1103.92 120.14 117.13
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 129.6 151.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -273.4 -236.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 173.16 169.9 1178.13 1249.82 114.07 110.94
0 0 0 0 0 0 0 0 0 0 422.46 171.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -202.4 ### ### 0 0 0 0 0 0 0 ### 166.64 1319.24 107.72
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 189.9 207.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -170.6 -141.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 163.38 160.12 1386.65 1452.25 104.39 100.92
0 0 0 0 0 0 0 0 0 0 422.46 223.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -113.4 ### ### 0 0 0 0 0 0 0 ### 156.86 1516.21 97.32
0 0 0 0 0 0 0 0 0 0 422.46 238.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -87.5 ### ### 0 0 0 0 0 0 0 ### 153.6 1578.7 93.56
62.49 -3.76
61.15 -3.92
8T16
0 0
0 0
0 0
0 74.32
10.57 7.18
73.15 7.18
66.93 6.25
62.35 5.5
58.87 4.87
79.29 4.32
84.18 3.82
80.81 ###
88.11 ###
95.42 ###
78.55 3.38
72.22 2.78
61.16 1.62
58.95 1.35
57.07 1.09
55.48 0.82
77.07 -3.01
74.21 -3.06
71.68 -3.13
69.43 -3.22
67.41 -3.33
65.6 -3.46
63.96 -3.6
Bar diameter
d' = n max =
Labels
0 0
90.24 ###
for chart
12
n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
Date
Bar diameter
d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
Made by RMW
Bar diameter
d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
© 1999 BCA for RCC
42 d= 689.6 Interval = n/d = 0.0300 7.74 15.05 Neutral axis Conc comp force ### 84681.7 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' -0.01 Steel comp strain -0.02 -0.06 -0.03 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain -0.06 Steel tens strain -0.11 ### Steel comp stress ### -438.1 -438.1 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress -438.1 -438.1 Steel tens stress ### Steel comp force ### ### ### inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs ### Steel tens force ### Conc lever arm 254.52 251.23 0 0 Fc + Fsc - Fst 0 0 MOR
258 mm Asc 7.307 40 intervals 22.35 ###
29.66 ###
36.97 ###
0 -0.02 0 0 0 0 0 0 0 -0.04 -630.89 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 247.94 0 0
0 -0.01 0 0 0 0 0 0 0 -0.03 -306.88 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 244.65 0 0
0 -0.01 0 0 0 0 0 0 0 -0.02 -110.96 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 241.37 0 41.37
905
44.27 ###
mm²
51.58 ###
spacing =
58.89 ###
108
66.19 ###
mm
73.50 ###
102.72 110.03 117.34 124.64 131.95 139.26 146.56 153.87 161.18 168.48 175.79 183.10 190.40 197.71 205.02 212.32 219.63 226.94 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 20.30 114.37 185.09 240.20 284.36 320.53 350.70 376.25 398.16 417.17 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -400.4 -322.2 -254.3 -194.9 -142.4 -95.8 -54.0 -16.4 17.6 48.5 76.8 102.7 126.5 148.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -420.5 -371.9 -327.4 -286.4 -248.5 6886.8 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 3982.33 ### ### ### ### 33598.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 238.08 234.79 231.5 228.21 224.93 221.64 218.35 215.06 211.77 208.49 205.2 201.91 198.62 195.33 192.05 188.76 185.47 182.18 178.89 175.61 172.32 8.32 81.35 146.47 206.29 262.39 315.79 367.14 425.46 491.72 554.64 611 663.98 715.65 766.22 815.84 864.66 918.74 982.74 1044.84 1105.26 1164.2 49.21 57.05 63.77 69.64 74.84 79.48 83.63 87.33 90.64 93.57 95.72 97.41 98.83 99.98 100.86 101.47 101.16 99.45 97.62 95.64 93.51
0 0 0 0 0 0 0 0 0 0 422.46 168.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -213.5 ### 38208 0 0 0 0 0 0 0 ### 169.03 1221.83 91.21
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 187.8 205.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -180.9 -150.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 165.74 162.46 1278.27 1333.67 88.74 86.07
0 0 0 0 0 0 0 0 0 0 422.46 221.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -122.3 ### ### 0 0 0 0 0 0 0 ### 159.17 1388.11 83.21
0 0 0 0 0 0 0 0 0 0 422.46 237.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -95.8 ### ### 0 0 0 0 0 0 0 ### 155.88 1441.7 80.14
53.59 -3.07 0
52.81 -3.28 0
for chart
N diff M diff N Bal
0 0 0
0 0 0
0 0 0
0 41.37 0
8.32 7.84 0
73.04 7.84 0
0 0
0 123.88
0 0
0 220.29
0 0
0 68.41
0 1
3000 2
0 3
1200 4
0 5
2500 6
CHART MARKERS
labels
65.12 6.72 0
59.82 5.87 0
56.1 5.2 0
53.39 4.64 0
51.36 4.15 0
58.31 3.71 0
66.26 3.3 0
62.92 2.93 0
56.36 2.15 0
52.99 1.69 0
51.67 1.42 0
50.56 1.15 0
49.62 0.88 0
48.82 0.61 0
54.08 -0.31 0
64 -1.71 0
62.1 -1.84 0
60.42 -1.98 0
58.94 -2.13 0
57.62 -2.3 0
56.45 -2.48 0
55.39 -2.67 0
54.44 -2.86 0
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - Y axis III
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
Made by RMW Date
© 1999 BCA for RCC
Job No R68 11-May-09
Interval = -15.000 20 intervals Solve for Nuz 232.50 240.00 247.50 255.00 262.50 270.00 277.50 285.00 292.50 300.00 285.00 270.00 255.00 240.00 225.00 210.00 195.00 180.00 165.00 150.00 135.00 120.00 105.00 90.00 75.00 60.00 45.00 30.00 15.00 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 928620 844200 759780 675360 590940 506520 422100 337680 253260 168840 84420
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -104.63 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -108 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -111.38 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -114.75 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -118.13 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -121.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -124.88 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -128.25 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -131.63 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -135 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -128.25 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -121.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -114.75 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -108 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -101.25 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -94.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -87.75 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -81 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -74.25 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 404.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -67.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 373.26 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -60.75 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 334.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -54 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 284.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -47.25 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 217.70 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -40.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 124.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -33.75 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 -15.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -27 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.02 0.02 0 -248.97 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -20.25 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.02 0.02 0.02 0 -715.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -13.5 #DIV/0! #DIV/0!
-0.01 0 0 0.01 0.02 0.02 0.03 0.04 0.05 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -6.75 #DIV/0! #DIV/0!
Nuz 0.00 0
#DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.0 0.0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! 0
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max
Interval = 17.875 20 intervals Solve for Nuz Nuz 239.70 246.40 253.10 259.80 266.50 273.20 279.90 286.60 293.30 300.00 317.87 335.75 353.62 371.50 389.37 407.25 425.12 443.00 460.87 478.75 496.62 514.49 532.37 550.24 568.12 585.99 603.87 621.74 639.62 657.49 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 261.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -18.4 ### ### 0 0 0 0 0 0 0 ### 138.14 2745.21 158.96
0 0 0 0 0 0 0 0 0 0 422.46 273.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -14.5 ### ### 0 0 0 0 0 0 0 ### 135.12 2811.5 155.46 8T32 66.29 100.5 -3.5 -7.11
0 0 0 0 0 0 0 0 0 0 422.46 285.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 ### ### 0 0 0 0 0 0 0 9635.93 132.11 2912 148.36
0 0 0 0 0 0 0 0 0 0 422.46 295.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 21.5 ### ### 0 0 0 0 0 0 0 ### 129.09 3009.26 141.25
97.26 -7.11
94.26 -7.13
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 306.0 315.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 38.2 54.1 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 92183.1 ### 126.08 123.06 3103.52 3195.01 134.11 126.94 91.49 -7.17
88.92 -7.22
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 324.9 333.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 69.1 83.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 120.05 117.03 3283.93 3370.45 119.72 112.43 86.52 -7.29
84.29 -7.36
0 0 0 0 0 0 0 0 0 0 422.46 342.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 97.3 ### ### 0 0 0 0 0 0 0 ### 114.02 3454.74 105.06
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 350.0 369.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110.4 142.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 111 102.96 3536.95 3747.08 97.61 77.26
82.21 -7.45
210.13 184.87 -20.36 -19.13
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 387.3 403.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 171.5 197.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 3931.95 4019.93 58.13 52.13 87.98 -6
79.51 -5.43
0 0 0 0 0 0 0 0 0 0 422.46 417.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 220.8 ### ### 0 0 0 0 0 0 0 ### 96 4099.44 46.7 59.55 -4.93
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 242.1 261.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 4158.99 4205.82 41.77 37.28 46.83 -4.5
42.9 -4.12
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 279.3 295.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 4248.71 4288.15 33.16 29.37 39.43 -3.79
36.37 -3.49
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310.7 324.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 4324.52 4358.18 25.88 22.65 33.66 -3.23
31.24 -3
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 337.6 ### ### 0 0 0 0 0 0 0 ### 96 4389.42 19.65
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 349.7 ### ### 0 0 0 0 0 0 0 ### 96 4418.48 16.86
29.07 -2.79
27.11 -2.6
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 360.9 371.4 381.3 390.5 399.2 407.4 ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### 96 96 96 96 96 96 4445.6 4470.95 4494.7 4517.01 4538 4557.78 14.26 11.82 9.54 7.4 5.39 3.49 25.35 -2.43
23.76 -2.28
22.31 -2.14
20.99 -2.01
19.78 -1.9
18.67 -1.79
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 415.1 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 4576.45 4594.11 1.7 0 17.66 -1.7
210.13 max
Interval = 18.342 20 intervals Solve for Nuz Nuz 239.24 245.99 252.74 259.49 266.24 272.99 279.75 286.50 293.25 300.00 318.34 336.68 355.03 373.37 391.71 410.05 428.40 446.74 465.08 483.42 501.77 520.11 538.45 556.79 575.13 593.48 611.82 630.16 648.50 666.85 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 261.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -30.0 ### ### 0 0 0 0 0 0 0 ### 141.84 2180.66 123.31 79.33 -5.53
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 273.1 284.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -10.0 -6.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 138.81 135.77 2259.99 2314.09 117.78 114.46 54.1 -3.32
75.09 -5.69
0 0 0 0 0 0 0 0 0 0 422.46 295.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.3 ### ### 0 0 0 0 0 0 0 ### 132.73 2389.18 108.77 73.21 -5.79
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 305.6 315.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 28.4 44.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### 65692.2 129.69 126.65 2462.39 2533.85 102.98 97.08 71.46 -5.9
69.85 -6.01
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 324.7 333.5 341.9 350.0 370.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60.0 74.8 88.8 102.2 135.7 ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 123.61 120.58 117.54 114.5 106.25 2603.7 2672.04 2738.99 2804.64 2977.07 91.07 84.93 78.66 72.25 54.1 68.35 -6.14
66.95 -6.27
65.65 -6.41
172.43 146.03 -18.15 -16.47
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 388.1 404.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 165.6 192.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 99.5 99.5 3123.09 3178.38 37.63 33.71 55.28 -3.93
49.85 -3.54
0 0 0 0 0 0 0 0 0 0 422.46 418.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 216.6 ### ### 0 0 0 0 0 0 0 ### 99.5 3228.23 30.16 35.87 -3.21
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 238.5 258.4 276.7 293.4 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### 99.5 99.5 99.5 99.5 3264.1 3293.47 3320.33 3344.98 26.95 24.03 21.36 18.91 29.37 -2.92
26.86 -2.67
24.65 -2.45
22.71 -2.26
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 308.8 323.1 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 99.5 99.5 3367.68 3388.66 16.65 14.56 20.98 -2.09
19.45 -1.94
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 336.3 ### ### 0 0 0 0 0 0 0 ### 99.5 3408.11 12.63 18.08 -1.8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 348.6 360.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 99.5 99.5 3426.19 3443.04 10.83 9.15 16.85 -1.68
15.74 -1.57
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 370.7 ### ### 0 0 0 0 0 0 0 ### 99.5 3458.77 7.59 14.73 -1.47
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 380.7 390.1 398.9 407.2 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### 99.5 99.5 99.5 99.5 3473.5 3487.32 3500.32 3512.55 6.12 4.74 3.45 2.23 13.82 -1.38
12.99 -1.29
12.24 -1.22
11.54 -1.15
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 415.1 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 99.5 99.5 3524.1 3535 1.09 0 10.91 -1.09
172.43 max
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - Y axis IV
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
© 1999 BCA for RCC
Made by RMW Date
Job No R68 11-May-09
20 Bar diameter continued
Interval = 18.944 20 intervals Solve for Nuz Nuz 237.07 244.06 251.06 258.05 265.04 272.03 279.02 286.02 293.01 300.00 318.94 337.89 356.83 375.77 394.72 413.66 432.61 451.55 470.49 489.44 508.38 527.32 546.27 565.21 584.15 603.10 622.04 640.99 659.93 678.87 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 257.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -50.0 ### ### 0 0 0 0 0 0 0 ### 147.32 1846.83 104.1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 269.8 281.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -28.5 -8.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 144.17 141.02 1914.41 1980.41 99.38 94.53 8T20 67.57 66 49.82 -4.72 -4.85 -3.46
0 0 0 0 0 0 0 0 0 0 422.46 293.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -4.7 ### ### 0 0 0 0 0 0 0 ### 137.88 2030.23 91.07 63.23 -5.14
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 303.8 314.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.5 30.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### 28997.3 134.73 131.59 2093.46 2155.46 85.92 80.63 62 -5.3
60.86 -5.46
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 323.7 332.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 47.1 62.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 128.44 125.29 2216.32 2276.13 75.17 69.54 59.81 -5.63
58.84 -5.8
0 0 0 0 0 0 0 0 0 0 422.46 341.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 77.6 ### ### 0 0 0 0 0 0 0 ### 122.15 2334.97 63.73 57.93 -5.98
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 350.0 370.8 389.2 405.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 91.7 126.9 158.2 186.1 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### 119 110.48 104 104 2392.9 2545.75 2667.79 2704.48 57.75 40.59 25.91 23.17 152.85 122.04 -17.15 -14.69
36.69 -2.74
32.99 -2.46
0 0 0 0 0 0 0 0 0 0 422.46 420.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 211.2 ### ### 0 0 0 0 0 0 0 ### 104 2737.48 20.71 22.59 -2.23
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 233.9 254.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 104 104 2760.06 2779.51 18.48 16.46 19.44 -2.02
17.74 -1.84
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 273.4 ### ### 0 0 0 0 0 0 0 ### 104 2797.25 14.61 16.25 -1.69
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 290.6 306.5 321.1 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 104 104 104 2813.5 2828.44 2842.22 12.92 11.37 9.94 14.94 -1.55
13.79 -1.43
12.76 -1.33
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 334.6 ### ### 0 0 0 0 0 0 0 ### 104 2854.98 8.61 11.84 -1.23
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 347.2 358.9 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 104 104 2866.82 2877.84 7.38 6.23 11.02 -1.15
10.28 -1.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 369.8 380.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### 358137 104 104 2888.12 2897.74 5.16 4.16 9.61 -1
9.01 -0.94
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 389.6 ### ### 0 0 0 0 0 0 0 ### 104 2906.75 3.23 8.46 -0.88
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 398.5 407.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 104 104 2915.21 2923.17 2.35 1.52 7.96 -0.83
7.5 -0.78
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 414.9 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 104 104 2930.68 2937.76 0.74 0 7.09 -0.74
152.85 max
Interval = 19.211 20 intervals Solve for Nuz Nuz 234.80 242.05 249.29 256.54 263.78 271.02 278.27 285.51 292.76 300.00 319.21 338.42 357.63 376.84 396.05 415.27 434.48 453.69 472.90 492.11 511.32 530.53 549.74 568.95 588.16 607.37 626.59 645.80 665.01 684.22 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 252.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -63.2 ### ### 0 0 0 0 0 0 0 ### 150.34 1639.85 89.64 59.93 -4.09
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 266.2 278.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -40.3 -18.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 147.08 143.82 1699.78 1758.59 85.55 81.28 58.81 -4.27
48.37 -3.46
0 0 0 0 0 0 0 0 0 0 422.46 290.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -14.2 ### ### 0 0 0 0 0 0 0 ### 140.56 1806.96 77.81 56.86 -4.66
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 301.9 312.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 23.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3023.57 ### 137.3 134.04 1863.82 1919.82 73.16 68.3 56 -4.86
55.21 -5.06
0 0 0 0 0 0 0 0 0 0 422.46 322.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40.4 ### ### 0 0 0 0 0 0 0 ### 130.78 1975.03 63.24 54.47 -5.27
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 332.2 341.3 350.0 371.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 56.7 72.3 87.0 123.0 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 74181.2 127.52 124.26 121 112.36 2029.5 2083.3 2136.46 2274.74 57.96 52.48 46.77 30.57 53.8 -5.49
53.17 -5.7
138.27 106.21 -16.21 -13.45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 389.7 406.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 154.8 183.3 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2380.95 2404.81 17.11 15.29 23.86 -1.82
21.43 -1.63
0 0 0 0 0 0 0 0 0 0 422.46 421.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 208.8 ### ### 0 0 0 0 0 0 0 ### 106 2426.23 13.66 14.35 -1.47
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 231.9 252.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2440.59 2453.21 12.18 10.85 12.63 -1.34
11.51 -1.22
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 271.9 289.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2464.72 2475.26 9.63 8.51 10.53 -1.12
9.68 -1.03
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 305.4 320.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2484.93 2493.86 7.48 6.54 8.92 -0.95
8.25 -0.87
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 333.9 ### ### 0 0 0 0 0 0 0 ### 106 2502.11 5.66 7.65 -0.81
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 346.6 358.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2509.76 2516.88 4.85 4.1 7.12 -0.75
6.64 -0.7
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 369.4 379.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2523.52 2529.73 3.39 2.73 6.21 -0.66
5.81 -0.62
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 389.3 398.4 406.9 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 106 106 106 2535.54 2541 2546.13 2.12 1.54 1 5.46 -0.58
5.13 -0.54
4.84 -0.51
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 414.9 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2550.96 2555.53 0.48 0 4.56 -0.48
138.27 max
Interval = 19.478 20 intervals Solve for Nuz Nuz 234.24 241.55 248.85 256.16 263.47 270.77 278.08 285.39 292.69 300.00 319.48 338.96 358.43 377.91 397.39 416.87 436.35 455.83 475.30 494.78 514.26 533.74 553.22 572.69 592.17 611.65 631.13 650.61 670.09 689.56 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 251.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -71.0 ### 56943.3 0 0 0 0 0 0 0 ### 152.59 1494.5 76.87 52.1 -3.49 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 265.3 278.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -47.7 -25.7 ### ### 60010.3 ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 149.3 146.02 1546.6 1598.06 73.38 69.67 8T12 51.46 50.87 -3.71 -3.94 0 0
0 0 0 0 0 0 0 0 0 0 422.46 290.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -5.0 ### ### 0 0 0 0 0 0 0 ### 142.73 1648.93 65.73 45.02 -3.59 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 301.5 312.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.1 17.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -375.55 5900.21 139.44 136.15 1693.95 1743.78 62.14 57.74 49.83 -4.4 0
49.37 -4.63 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 322.4 332.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 34.9 51.5 ### ### ### 75114.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 132.86 129.58 1793.15 1842.1 53.11 48.25 48.95 -4.87 0
48.56 -5.11 0
0 0 0 0 0 0 0 0 0 0 422.46 341.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 67.3 ### ### 0 0 0 0 0 0 0 ### 126.29 1890.66 43.14 48.2 -5.35 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 350.0 371.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 82.4 119.1 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 123 114.23 1938.85 2065.76 37.79 22.33 126.9 93.27 -15.46 -12.4 1890.66 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 390.2 407.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 151.6 180.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2159.03 2172.66 9.93 8.87 13.63 -1.06 0
12.23 -0.95 0
0 0 0 0 0 0 0 0 0 0 422.46 422.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 206.5 ### ### 0 0 0 0 0 0 0 ### 108 2184.88 7.91 8.02 -0.86 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 229.9 251.1 270.5 288.2 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### 108 108 108 108 2192.9 2200.11 2206.67 2212.67 7.06 6.28 5.57 4.92 7.2 -0.78 0
6.56 -0.71 0
6 -0.65 0
5.51 -0.59 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 304.4 319.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2218.18 2223.25 4.33 3.78 5.08 -0.55 0
4.69 -0.51 0
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 333.2 ### ### 0 0 0 0 0 0 0 ### 108 2227.94 3.27 4.35 -0.47 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 346.0 357.9 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2232.29 2236.33 2.8 2.37 4.04 -0.44 0
3.77 -0.41 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 369.0 379.4 389.1 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 108 108 108 2240.1 2243.62 2246.92 1.96 1.58 1.22 3.52 -0.38 0
3.3 -0.36 0
3.09 -0.33 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 398.2 406.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2250.01 2252.91 0.89 0.57 2.91 -0.31 0
2.74 -0.3 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 414.8 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2255.65 2258.23 0.28 0 2.58 -0.28 0
126.9 max 1890.66 max
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
LOADCASES Made by RMW Job No R68 Date 11-May-09
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
© 1999 BCA for RCC
Nuz= 0.45 fcuAc + 0.95fyAsc Nbal = 0.25fcubd ßx =(le/b')^0.5/2000
LOADCASE B1
1
0 32 25 20 16 12
B2
0 32 25 20 16 12
Nuz 0 ### 3535 ### ### ###
N = 1000 Mres Status 0 Fails 390.77 ok 277.68 ok 214.57 ok 171.3 Fails 137.3 Fails
Nuz 0 ### 3535 ### ### ###
N = 1200 Mres Status 0 Fails 248.92 ok 179.07 Fails 140.13 Fails 113.12 Fails 92.08 Fails
Nuz 0 ### 3535 ### ### ###
N = 500 Mres Status 0 Fails 392.05 ok 276.36 Fails 209.71 Fails 163.6 Fails 126.13 Fails
Nuz 0 ### 3535 ### ### ###
N = 2500 Mres Status 0 Fails 174.91 ok 99.88 ok 45.73 Fails 5.89 Fails 0 Fails
5
0 32 25 20 16 12
Loadcase 6
N = 3000 Mres Status 0 Fails 141.92 ok 51.51 Fails 0 Fails 0 Fails 0 Fails
4
0 32 25 20 16 12
Loadcase 5
Nuz 0 ### 3535 ### ### ###
3
0 32 25 20 16 12
Loadcase 4
N = 3500 Mres Status 0 Fails 149.47 ok 5.23 Fails 0 Fails 0 Fails 0 Fails
2
0 32 25 20 16 12
Loadcase 3
Nuz 0 ### 3535 ### ### ###
6
0 32 0 0 0 0 32
0 32 0 0 0 0 32
0 0 0 20 0 0 20
0 32 0 0 0 0 32
0 32 0 0 0 0 32
0 0 25 0 0 0 25
0.01 ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.297 24.2 32.3 0.013 1.1 1.5 0.000 0.0 0.0 0.000 0.0 0.0 0.000 0.0 0.0 0.297 24.2 32.3
ßy = 0.104 Mx My 0.0 0.0 114.2 57.3 91.1 52.5 90.0 52.5 90.0 52.5 90.0 52.5 114.2 57.3
N/bhfcu 0.83 h' b' 0 0 346 246 349.5 249.5 354 254 356 256 358 258
ß = 0.3 AXIS M' 0 0.0 X 138.4 X 113.2 X 112.0 X 111.9 X 111.9 X 138.4
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 154.8 3461.0 -32.2 235.3 149.5 5.4 3498.8 -1.9 12.8 5.2 0.0 2937.8 166.6 0.0 0.0 2555.5 149.7 0.0 0.0 2258.2 136.5 0.0
N bal 0 861 873.25 889 896 903
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.432 30.3 40.4 0.204 14.3 19.1 0.000 0.0 0.0 0.000 0.0 0.0 0.000 0.0 0.0 0.432 30.3 40.4
ßy = 0.104 N/bhfcu 0.71 Mx My h' b' 0.0 0.0 0 0 110.3 100.4 346 246 94.3 79.1 349.5 249.5 80.0 60.0 354 254 80.0 60.0 356 256 80.0 60.0 358 258 110.3 100.4
ß = 0.3 AXIS M' 0 0.0 Y 123.9 Y 99.3 Y 77.2 Y 77.3 Y 77.3 Y 123.9
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 148.4 2912.0 -7.1 97.3 141.9 54.1 2977.1 -16.5 146.0 51.5 0.0 2937.8 152.9 0.0 0.0 2555.5 138.3 0.0 0.0 2258.2 126.9 0.0
N bal 0 908.25 917.44 929.25 934.5 939.75
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.975 22.7 30.3 0.968 22.6 30.1 0.965 22.5 30.0 0.960 22.4 29.8 0.954 22.3 29.7 0.965 22.5 30.0
ßy = 0.104 Mx My 0.0 0.0 122.7 65.3 122.6 65.1 122.5 65.0 122.4 64.8 122.3 64.7 122.5 65.0
N/bhfcu 0.24 h' b' 0 0 346 246 349.5 249.5 354 254 356 256 358 258
ß = 0.72 AXIS M' 0 0.0 X 189.1 X 188.5 X 187.9 X 187.5 X 187.1 X 187.9
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 395.3 946.0 -15.8 188.6 390.8 283.1 910.9 -6.6 109.6 277.7 218.6 918.3 -4.1 83.8 214.6 174.7 927.3 -3.5 74.3 171.3 138.7 969.2 -2.8 62.6 137.3
N bal 0 861 873.25 889 896 903
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.921 25.8 34.4 0.892 25.0 33.3 0.865 24.2 32.3 0.836 23.4 31.2 0.803 22.5 30.0 0.921 25.8 34.4
ßy = 0.104 N/bhfcu 0.29 Mx My h' b' 0.0 0.0 0 0 75.8 184.4 346 246 75.0 183.3 349.5 249.5 74.2 182.3 354 254 73.4 181.2 356 256 72.5 180.0 358 258 75.8 184.4
ß = 0.67 AXIS M' 0 0.0 Y 220.3 Y 219.0 Y 217.8 Y 216.4 Y 214.8 Y 220.3
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 256.3 1062.1 -10.0 185.8 248.9 184.8 1084.7 -6.2 123.9 179.1 143.1 1136.7 -4.3 91.1 140.1 114.1 1178.1 -3.1 71.7 113.1 93.5 1164.2 -2.3 57.6 92.1
N bal 0 908.25 917.44 929.25 934.5 939.75
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 1.000 11.7 15.6 1.000 11.7 15.6 1.000 11.7 15.6 1.000 11.7 15.6 1.000 11.7 15.6 1.000 11.7 15.6
ßy = 0.104 N/bhfcu 0.12 Mx My h' b' 0.0 0.0 0 0 231.7 105.6 346 246 231.7 105.6 349.5 249.5 231.7 105.6 354 254 231.7 105.6 356 256 231.7 105.6 358 258 231.7 105.6
ß = 0.86 AXIS M' 0 0.0 X 359.5 X 359.0 X 358.3 X 358.1 X 357.8 X 359.5
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 391.6 472.0 1.6 103.8 392.0 275.5 464.2 2.0 84.2 276.4 208.6 464.6 2.4 73.8 209.7 161.8 458.1 2.8 66.8 163.6 122.9 442.9 3.3 58.7 126.1
N bal 0 861 873.25 889 896 903
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.568 33.1 44.2 0.395 23.1 30.7 0.218 12.7 16.9 0.034 2.0 2.7 0.000 0.0 0.0 0.395 23.1 30.7
ß = 0.31 AXIS M' 0 0.0 Y 84.0 Y 68.4 Y 52.4 Y 45.6 Y 45.2 Y 68.4
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 180.6 2408.9 -7.3 116.5 174.9 103.0 2462.4 -5.9 71.5 99.9 57.7 2392.9 -17.2 152.9 45.7 6.5 2493.9 -0.9 8.3 5.9 0.0 2258.2 126.9 0.0
N bal 0 908.25 917.44 929.25 934.5 939.75
Nuz ### ### 3535 ### ### ###
ßy = 0.104 Mx My 0.0 0.0 68.1 69.2 58.1 55.7 47.7 41.9 37.0 37.5 35.0 37.5 58.1 55.7
N/bhfcu 0.6 h' b' 0 0 346 246 349.5 249.5 354 254 356 256 358 258
Disclaimer All advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version. This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.
Status of spreadsheet Public release version. Revision history RCC53 Column Design
Date
Version
03-Aug-99RCC53 v1.0
Action
Size (kB)
First public release. Includes β version comments
1575
Project
Spreadsheets to BS 8110
Client Location
Advisory Group Ground floor columns at B1, B2 etc
Made by
Date
RMW
Originated from RCC53.xls' on CD
MATERIALS fcu fy
35 460
N/mm²
1.05 1.5
Cover to link h agg
SECTION
Revision
chg
© 1999 BCA for RCC
γm, steel γm, conc
N/mm²
Page
11-May-09
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Checked
-
30 20
91
400 300 3 3
mm mm bars per 300 face bars per 400 face
0
R68
mm
LOADCASES
F F
F F
AXIAL N (kN)
B1 B2 Loadcase 3 Loadcase 4 Loadcase 5 Loadcase 6
Bar Ø
T 40 T 32 T 25 T 20 T 16 T 12
ß
Le (mm)
1.2 1.2
4320 4320
Link Ø
8.38 5.36 3.27 2.09 1.34 0.75
10 8 8 6 6 6
90 96 100 104 106 108
X AXIS
Slenderness
Lex/h = 10.80 Ley/b = 14.40
60
60
60
space 60
90 60
140 60
60
60
400 60
300 150
60 0 0 40 40
200 0 400 40 360
340 300 400 260 360
340 300 0 260 40
340 0 0 40 40
340
340
340
340
340
340
link
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
0 0 0 0
90.0 80.0 100.0 50.0 220.0 35.0
140 146 150 154 156 158
0 4594 3535 2938 2556 2258
Y AXIS
vcY 1.02 1.02 0.74 1.02 1.02 0.86
vc'X 0.95 0.95 0.68 0.94 0.94 0.81
vc'Y 1.03 1.03 0.74 1.03 1.02 0.88
Status Unbraced X Column is Conditions are Fixed, Pinned, Nominal or Cantilever Unbraced Y SLENDER to Clause 3.8.1.6
BTM MOMENTS (kNm) M ix M iy
25.0 60.0 35.0 150.0 90.0 25.0
BAR CENTRES (mm) 300 Face 400 Face Nuz (kN)
Asc %
DESIGN MOMENTS (kNm) B1 B2 Loadcase 3 Loadcase 4 Loadcase 5 Loadcase 6
N N
90.0 80.0 100.0 50.0 220.0 35.0
BAR ARRANGEMENTS
60
TABLES 3.21 & 3.22 Braced X 0.75 Braced Y 0.75 1.2 1.2
-5
TOP MOMENTS (kNm) M ix M iy
3500 3000 1000 1200 500 2500
outline
95
-5 5 1 2 3 4 5 6 7 8 9 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 5 5 5 5 5 5 5 5 5 0 1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5
3600 3600
T
X
195
Top Btm Lo (mm) Condition Condition Braced ?
X-AXIS Y-AXIS
8
295
X
ie. 400 x 300 columns with 8 bars RESTRAINTS
bars per
GRAPHIC FOR CROSS SECTION
Job No
mm
395
h b with and
ENTER DATA IN BLUE CELLS ONLY. RED MESSAGES INDICATE ENTRY ERRORS. MAX 10 BARS PER FACE
25.0 60.0 35.0 150.0 90.0 25.0
Checks Asc > 6 % (3.12.6.2) ok ok ok ok ok
Spacing < 3Ø
COMBINED
K
M add
Mx
M add
My
Axis
M'
REBAR
0.297 0.432 0.965 0.921 1.000 0.395
24.2 30.3 22.5 25.8 11.7 23.1
114.2 110.3 122.5 75.8 231.7 58.1
32.3 40.4 30.0 34.4 15.6 30.7
57.3 100.4 65.0 184.4 105.6 55.7
X Y X Y X Y
138.4 123.9 187.9 220.3 359.5 68.4
8 T32 8 T32 8 T20 8 T32 No Fit 8 T25
SEE CHARTS ON NEXT SHEET
max V * If shear exceeds this value, use designed links.
98.9 101.7 72.4 101.0 97.3 87.5
Fails Bresaler's check
h' = 400 b' = 300 Lo max 18000 N bal = 1050
8.378 5.362 3.272 2.094 1.340 0.754 Bresaler's α 0 1.76 1.14 1.35 0.99 2.51
check <= 1 link φ 0 8 0.01 8 0.36 6 0.26 8 2.84 8 0 8
Shear Check %X %Y vcX 2.32 2.45 0.94 2.32 2.45 0.94 0.89 0.93 0.68 2.32 2.45 0.94 2.32 2.45 0.94 1.4 1.48 0.79
240 340
240 340
240 340
240 340
240 340
240 340
240 240 340
340
240
240
240
240
240
240
240
240
240
150
60
60
60
60
60
60
60
60
200
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
60
400 x 300 column (h x b), grade C35, 30 mm cover REINFORCED CONCRETE COUNCIL
Spreadsheets to BS 8110
Project
Client Advisory Group Location Ground floor columns at B1, B2 etc
Made by
RMW
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Checked Originated from RCC53.xls' on CD
© 1999 BCA for RCC
chg
Date
Charts produced to Clause 3.4.4.1 and Figure 3.3
400 x 300 column (h x b), moment about yy axis), Grade C35, 30 Cover
Page
11-May-09 Revision
-
92 Job No
8 8T
R68
N:M interaction chart: Mx' critical 400 x 300 column (h x b), grade C35, 30 mm cover 5000 4500
KEY
0 4594 3535 0 92
8T32
0 4594
AXIAL LOAD, N, kN
4000 3500 3000 2500
8T25
2000 8T20
1500
8T16
1000 500 0
8T12 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u
Mx' kNm
N:M interaction chart: My' critical 400 x 300 column (h x b), moment about yy axis), Grade C35, 30 Cover 5000 4500
KEY
4000
AXIAL kN
3500 8T32
3000
8T25
2500 2000
8T20
1500
8T16
1000 500 0
8T12 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol ol u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u u mm mm mm mm mm mm mmmm mm mm mm mm mm mm mm m
My' kNm
0 4594 3535 0 69 0 4594
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - X axis I
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
Made by RMW Job No R68 Date 11-May-09
© 1999 BCA for RCC
CALCULATIONS - X axis .67fcu/gm = fy/gm = net fy/gm =
40
15.63 438.10 422.46
N/mm² N/mm² N/mm²
60 d= mm 0.0 Interval = n/d = 0.1500 n 0.00 10.00 Neutral axis Fc 0 42210 Conc comp force 2 0.00 inter d' 3 0.00 inter d' 4 -30.00 inter d' 5 -60.00 inter d' 6 -90.00 inter d' 7 -120.00 inter d' 8 -150.00 inter d' 9 -180.00 inter d' c strain Steel comp strain#DIV/0! -0.02 2 0 0 inter strain 3 0 0 inter strain 4 0.01 inter strain #DIV/0! 5 0.02 inter strain #DIV/0! 6 0.04 inter strain #DIV/0! 7 0.05 inter strain #DIV/0! 8 0.06 inter strain #DIV/0! 9 0.07 inter strain #DIV/0! t strain Steel tens strain #DIV/0! 0 fsc Steel comp stress#DIV/0! -3515.63 2 0.0 0.0 inter stress 3 0.0 0.0 inter stress 4 422.5 inter stress #DIV/0! 5 422.5 inter stress #DIV/0! 6 422.5 inter stress #DIV/0! 7 422.5 inter stress #DIV/0! 8 422.5 inter stress #DIV/0! 9 422.5 inter stress #DIV/0! fst Steel tens stress #DIV/0! #DIV/0! Fsc 0 Steel comp force#DIV/0! 2 0 0 inter Fs 3 0 0 inter Fs 4 #DIV/0! 0 inter Fs 5 #DIV/0! 0 inter Fs 6 #DIV/0! 0 inter Fs 7 #DIV/0! 0 inter Fs 8 #DIV/0! 0 inter Fs 9 #DIV/0! 0 inter Fs Fst Steel tens force #DIV/0! #DIV/0! z 0 -4.5 Conc lever arm Fc + Fsc - Fst #DIV/0! #DIV/0! N #DIV/0! #DIV/0! MOR M Labels for chart N diff #DIV/0! #DIV/0! M diff #DIV/0! #DIV/0! N Bal #DIV/0! #DIV/0!
0 mm 10.000 40 intervals
Asc =
mm²
spacing =
-30
mm
30.00 126630
40.00 168840
50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00 140.00 150.00 160.00 170.00 180.00 190.00 200.00 210.00 220.00 230.00 240.00 211050 253260 295470 337680 379890 422100 464310 506520 548730 590940 633150 675360 717570 759780 801990 844200 886410 928620 970830 ###
250.00 ###
260.00 ###
270.00 ###
280.00 ###
290.00 ###
-0.01 0 0 0.01 0.01 0.02 0.02 0.03 0.04 0 -1415.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -9 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.02 0.02 0.02 0 -715.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -13.5 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.02 0.02 0 -365.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -18 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.02 0 -155.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -22.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -112.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -117 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -121.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -126 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -130.5 #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 -15.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -27 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 84.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -31.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 159.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -36 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 217.70 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -40.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 264.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -45 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 302.55 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -49.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 334.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -54 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 361.29 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -58.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 384.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -63 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 404.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -67.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 421.87 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -72 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -76.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -81 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -85.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -90 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -94.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -99 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -103.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -108 #DIV/0! #DIV/0!
8T40
Bar diameter
54 d= 346 Asc = mm mm 924.8 Interval = 8.876 40 intervals n/d = 0.1300 n 44.98 53.86 62.73 71.61 80.48 Neutral axis Fc ### 302251.04 339714.52 Conc comp force ### 227324.07 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain 0 0 0 0 0 2 -0.01 -0.01 -0.01 -0.01 -0.01 inter strain 3 0 0 0 0 0 inter strain 4 0 0 0 0 0 inter strain 5 0 0 0 0 0 inter strain 6 0 0 0 0 0 inter strain 7 0 0 0 0 0 inter strain 8 0 0 0 0 0 inter strain 9 0 0 0 0 0 inter strain t strain Steel tens strain -0.02 -0.02 -0.02 -0.01 -0.01 fsc -17.51 81.79 156.48 214.70 Steel comp stress-156.01 2 -438.1 -438.1 -438.1 -438.1 -438.1 inter stress 3 0.0 0.0 0.0 0.0 0.0 inter stress 4 0.0 0.0 0.0 0.0 0.0 inter stress 5 0.0 0.0 0.0 0.0 0.0 inter stress 6 0.0 0.0 0.0 0.0 0.0 inter stress 7 0.0 0.0 0.0 0.0 0.0 inter stress 8 0.0 0.0 0.0 0.0 0.0 inter stress 9 0.0 0.0 0.0 0.0 0.0 inter stress fst -438.1 -438.1 -438.1 -438.1 Steel tens stress -438.1 Fsc -42250.77 ### 3.78E+05 5.18E+05 Steel comp force ### 2 ### -704674.19 ### -7.05E+05 -7.05E+05 inter Fs 3 0 0 0 0.00E+00 0.00E+00 inter Fs 4 0 0 0 0 0 inter Fs 5 0 0 0 0 0 inter Fs 6 0 0 0 0 0 inter Fs 7 0 0 0 0 0 inter Fs 8 0 0 0 0 0 inter Fs 9 0 0 0 0 0 inter Fs Fst ### ### ### ### Steel tens force ### z 321.77 317.77 313.78 309.78 Conc lever arm 325.76 0 0 0 0 0 N Fc + Fsc - Fst 0 0 0 0 0 MOR M Labels for chart N diff 0 0 0 0 0 M diff 0 0 0 0 0
25
0
20.00 84420
d' = n max =
d' = n max =
396.36 420.00
Bar diameter
d' = n max =
32
0.00 420.00
ALL CALCULATIONS DERIVED FROM FIGURE 3.3 AND CLAUSE 3.4.4.1
spacing =
146
89.36 ###
6434
98.23 ###
107.11 ###
115.98 ###
124.86 ###
133.74 ###
142.61 ###
151.49 ###
160.36 ###
169.24 ###
178.11 ###
186.99 ###
195.86 ###
204.74 ###
213.61 ###
0 0 0 0 0 0 0 0 0 -0.01 261.35 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 6.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 305.79 0 0
0 0 0 0 0 0 0 0 0 -0.01 299.57 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 7.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 301.8 0 0
0 0 0 0 0 0 0 0 0 -0.01 331.45 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 8.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 297.8 0 0
0 0 0 0 0 0 0 0 0 -0.01 358.46 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 9.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 293.81 0 0
0 0 0 0 0 0 0 0 0 -0.01 381.63 -421.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 9.E+05 -7.E+05 0.E+00 0 0 0 0 0 0 ### 289.81 0 0
0 0 0 0 0 0 0 0 0 -0.01 401.72 -346.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 1.E+06 -6.E+05 0.E+00 0 0 0 0 0 0 ### 285.82 0 380.15
0 0 0 0 0 0 0 0 0 0 419.31 -281.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 281.83 103.53 383.79
0 0 0 0 0 0 0 0 0 0 422.46 -224.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 277.83 241.11 387.44
0 0 0 0 0 0 0 0 0 0 422.46 -173.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 273.84 360.85 389.67
0 0 0 0 0 0 0 0 0 0 422.46 -127.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 269.84 471.96 391.61
0 0 0 0 0 0 0 0 0 0 422.46 -86.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 265.85 575.73 393.24
0 0 0 0 0 0 0 0 0 0 422.46 -48.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 261.86 673.21 394.58
0 0 0 0 0 0 0 0 0 0 422.46 -14.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 257.86 765.24 395.62
0 0 0 0 0 0 0 0 0 0 422.46 16.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 253.87 852.55 396.36
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 44.6 70.8 94.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -433.8 -388.6 -346.8 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 249.87 245.88 241.89 946.03 1134.67 1311.72 395.29 379.5 364.63
0 0
0 0
0 0
0 0
0 380.15
103.53 3.65
137.59 3.65
119.74 2.24
111.11 1.94
103.77 1.64
97.47 1.34
92.04 1.04
87.3 0.74
93.48 -1.07
188.64 -15.79
177.05 -14.87
166.73 -14.08
157.52 -13.41
149.26 -12.84
141.82 -12.35
203.07 ###
212.02 ###
220.97 ###
229.92 ###
238.87 ###
247.82 ###
0 0 0 0 0 0 0 0 0 0 422.46 113.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -324.2 ### ### 0 0 0 0 0 0 0 ### 242.01 1264.84 257.65 113.05 -8.86
mm²
mm
222.49 ###
231.37 ###
240.24 ###
0 0 0 0 0 0 0 0 0 0 422.46 117.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -308.2 ### ### 0 0 0 0 0 0 0 ### 237.89 1478.45 350.55
249.12 ###
257.99 ###
266.87 ###
275.74 ###
284.62 ###
293.49 ###
302.37 ###
0 0 0 0 0 0 0 0 0 0 422.46 192.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -178.4 ### ### 0 0 0 0 0 0 0 ### 221.92 2062.16 300
0 0 0 0 0 0 0 0 0 0 422.46 208.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -151.0 ### ### 0 0 0 0 0 0 0 ### 217.92 2191.18 288.4
0 0 0 0 0 0 0 0 0 0 422.46 223.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -125.2 ### ### 0 0 0 0 0 0 0 ### 213.93 2314.66 277.08
0 0 0 0 0 0 0 0 0 0 422.46 237.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -101.0 ### ### 0 0 0 0 0 0 0 ### 209.93 2433.09 266
135.11 -11.95
129.02 -11.6
123.48 -11.32
118.43 -11.09
113.81 -10.9
256.78 ###
265.73 ###
274.68 ###
283.63 ###
292.58 ###
301.53 ###
0 0 0 0 0 0 0 0 0 0 422.46 135.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -287.2 ### ### 0 0 0 0 0 0 0 ### 237.98 1377.89 248.79
0 0 0 0 0 0 0 0 0 0 422.46 154.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -252.8 ### ### 0 0 0 0 0 0 0 ### 233.95 1485.69 240.19
0 0 0 0 0 0 0 0 0 0 422.46 173.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -220.7 ### ### 0 0 0 0 0 0 0 ### 229.92 1588.77 231.8
0 0 0 0 0 0 0 0 0 0 422.46 190.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -190.7 ### ### 0 0 0 0 0 0 0 ### 225.89 1687.59 223.56
0 0 0 0 0 0 0 0 0 0 422.46 206.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -162.6 ### ### 0 0 0 0 0 0 0 ### 221.87 1782.57 215.44
0 0 0 0 0 0 0 0 0 0 422.46 221.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -136.2 ### ### 0 0 0 0 0 0 0 ### 217.84 1874.04 207.38
0 0 0 0 0 0 0 0 0 0 422.46 235.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -111.4 ### ### 0 0 0 0 0 0 0 ### 213.81 1962.32 199.37
107.8 -8.6
103.08 -8.39
98.83 -8.24
94.97 -8.12
91.47 -8.05
88.29 -8.01
85.37 -8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 138.0 157.3 175.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -272.2 -238.8 -207.6 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 233.9 229.9 225.91 1635.97 1785.23 1927.06 337.14 324.3 311.95
Bar diameter
50.5 d = 349.5 mm Asc = mm 934.1 Interval = 8.952 40 intervals n/d = 0.1200 n 41.94 50.89 59.84 68.79 77.75 Neutral axis Fc Conc comp force ### 214813.02 252597.3 290381.58 328165.87 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain 0 0 0 0 0 2 -0.01 -0.01 -0.01 -0.01 -0.01 inter strain 3 0 0 0 0 0 inter strain 4 0 0 0 0 0 inter strain 5 0 0 0 0 0 inter strain 6 0 0 0 0 0 inter strain 7 0 0 0 0 0 inter strain 8 0 0 0 0 0 inter strain 9 0 0 0 0 0 inter strain t strain Steel tens strain -0.03 -0.02 -0.02 -0.01 -0.01 fsc -10.25 93.65 170.52 229.68 Steel comp stress-158.50 2 -438.1 -438.1 -438.1 -438.1 -438.1 inter stress 3 0.0 0.0 0.0 0.0 0.0 inter stress 4 0.0 0.0 0.0 0.0 0.0 inter stress 5 0.0 0.0 0.0 0.0 0.0 inter stress 6 0.0 0.0 0.0 0.0 0.0 inter stress 7 0.0 0.0 0.0 0.0 0.0 inter stress 8 0.0 0.0 0.0 0.0 0.0 inter stress 9 0.0 0.0 0.0 0.0 0.0 inter stress fst -438.1 -438.1 -438.1 -438.1 Steel tens stress -438.1 Fsc -15091.94 ### 251107.67 338233.04 Steel comp force ### 2 ### -430098.99 ### ### ### inter Fs 3 0 0 0 0 0 inter Fs 4 0 0 0 0 0 inter Fs 5 0 0 0 0 0 inter Fs 6 0 0 0 0 0 inter Fs 7 0 0 0 0 0 inter Fs 8 0 0 0 0 0 inter Fs 9 0 0 0 0 0 inter Fs Fst ### -645148.49 ### ### ### Steel tens force z 326.6 322.57 318.54 314.51 Conc lever arm 330.63 0 0 0 0 0 Fc + Fsc - Fst N 0 0 0 0 0 MOR M Labels for chart N diff 0 0 0 0 0 M diff 0 0 0 0 0
3927
mm²
spacing = 149.5 mm
86.70 ###
95.65 ###
104.60 ###
113.55 ###
122.50 ###
131.46 ###
140.41 ###
149.36 ###
158.31 ###
167.26 ###
176.21 ###
185.16 ###
194.12 ###
0 0 0 0 0 0 0 0 0 -0.01 276.63 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 310.49 0 0
0 0 0 0 0 0 0 0 0 -0.01 314.79 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 306.46 0 0
0 0 0 0 0 0 0 0 0 -0.01 346.41 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 302.43 0 0
0 0 0 0 0 0 0 0 0 -0.01 373.06 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 298.4 0 250.94
0 0 0 0 0 0 0 0 0 -0.01 395.80 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 294.37 24.71 258.5
0 0 0 0 0 0 0 0 0 -0.01 415.45 -365.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 290.35 163.19 266.07
0 0 0 0 0 0 0 0 0 -0.01 422.46 -297.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 286.32 277.95 270.54
0 0 0 0 0 0 0 0 0 0 422.46 -237.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 282.29 374.41 273.17
0 0 0 0 0 0 0 0 0 0 422.46 -184.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 278.26 464.22 275.5
0 0 0 0 0 0 0 0 0 0 422.46 -137.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 274.23 548.47 277.52
0 0 0 0 0 0 0 0 0 0 422.46 -94.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 270.2 628 279.24
0 0 0 0 0 0 0 0 0 0 422.46 -56.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 266.18 703.49 280.65
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 -21.2 10.6 39.7 66.4 91.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -407.2 -364.1 ### ### ### ### ### ### 10379.4 ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 262.15 258.12 254.09 250.06 246.04 775.51 844.5 910.86 1020.46 1145.94 281.76 282.56 283.06 276.44 266.85
0 0
0 0
0 250.94
24.71 7.56
138.48 7.56
114.76 4.48
96.45 2.63
89.82 2.33
84.25 2.02
79.53 1.72
75.49 1.41
72.01 1.11
8T25
69 0.8
66.36 0.5
109.6 -6.61
125.48 -9.6
118.91 -9.19
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - X axis II
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
20
Bar diameter
d' = n max =
46 946.1 n/d = 0.0800 n 28.32 Neutral axis Fc Conc comp force ### 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain 0 2 -0.02 inter strain 3 0 inter strain 4 0 inter strain 5 0 inter strain 6 0 inter strain 7 0 inter strain 8 0 inter strain 9 0 inter strain t strain Steel tens strain -0.04 fsc Steel comp stress-452.64 2 -438.1 inter stress 3 0.0 inter stress 4 0.0 inter stress 5 0.0 inter stress 6 0.0 inter stress 7 0.0 inter stress 8 0.0 inter stress 9 0.0 inter stress fst Steel tens stress -438.1 Fsc Steel comp force ### 2 ### inter Fs 3 0 inter Fs 4 0 inter Fs 5 0 inter Fs 6 0 inter Fs 7 0 inter Fs 8 0 inter Fs 9 0 inter Fs Fst Steel tens force ### z Conc lever arm 341.26 0 Fc + Fsc - Fst N 0 MOR M Labels for chart N diff 0 M diff 0
16
d= Interval =
354 9.292
mm
Asc
2513
37.61 158760.25
46.90 ###
56.20 65.49 237203.32 276424.85
74.78 ###
0 0 0 0 0 -0.02 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.03 -0.02 -0.02 -0.02 -0.01 -171.74 -2.14 111.37 192.67 253.77 -438.1 -438.1 -438.1 -438.1 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -161864.04 -2018.74 104965.78 181590.53 ### -275263.36 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -412895.03 ### ### ### ### 337.07 332.89 328.71 324.53 320.35 0 0 0 0 0 0 0 0 0 0 0 0
spacing =
154
84.07 ###
93.36 ###
102.66 ###
111.95 ###
121.24 ###
130.53 ###
139.82 ###
149.12 ###
158.41 ###
167.70 ###
176.99 ###
186.28 ###
195.58 ###
204.87 ###
214.16 ###
0 0 0 0 0 0 0 0 0 -0.01 301.36 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 316.17 0 166.2
0 0 0 0 0 0 0 0 0 -0.01 339.48 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 311.99 25.88 175.12
0 0 0 0 0 0 0 0 0 -0.01 370.70 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 307.8 94.53 184.03
0 0 0 0 0 0 0 0 0 -0.01 396.73 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 303.62 158.29 191.87
0 0 0 0 0 0 0 0 0 -0.01 418.78 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 299.44 218.28 198.8
0 0 0 0 0 0 0 0 0 -0.01 422.46 -372.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 295.26 302.17 202.73
0 0 0 0 0 0 0 0 0 -0.01 422.46 -301.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 291.08 386.18 205.81
0 0 0 0 0 0 0 0 0 0 422.46 -238.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 286.9 464.6 208.55
0 0 0 0 0 0 0 0 0 0 422.46 -183.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 282.72 538.43 210.97
0 0 0 0 0 0 0 0 0 0 422.46 -134.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 278.54 608.42 213.06
0 0 0 0 0 0 0 0 0 0 422.46 -91.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 274.35 675.17 214.82
0 0 0 0 0 0 0 0 0 0 422.46 -51.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 270.17 739.19 216.25
0 0 0 0 0 0 0 0 0 0 422.46 -15.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 265.99 800.84 217.35
0 0 0 0 0 0 0 0 0 0 422.46 16.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 261.81 860.46 218.13
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 46.3 73.5 98.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -409.0 -364.7 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 257.63 253.45 249.27 918.32 1002.07 1098.74 218.58 214.47 207.84
25.88 8.92
68.64 8.92
63.76 7.84
60 6.93
83.89 3.94
84.01 3.07
78.42 2.74
73.82 2.42
69.99 2.09
66.76 1.76
64.01 1.43
61.66 1.1
59.62 0.78
57.85 0.45
83.76 -4.11
96.67 -6.63
207.12 ###
216.76 ###
mm²
mm
40 intervals
0 0
0 0
0 0
0 166.2
223.45 ###
232.74 ###
242.04 ###
251.33 ###
260.62 ###
269.91 ###
279.20 ###
288.50 ###
297.79 ###
0 0 0 0 0 0 0 0 0 0 422.46 121.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -323.8 ### ### 0 0 0 0 0 0 0 ### 245.08 1190.99 201.37
0 0 0 0 0 0 0 0 0 0 422.46 143.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -286.0 ### ### 0 0 0 0 0 0 0 ### 240.9 1279.33 195.01
0 0 0 0 0 0 0 0 0 0 422.46 162.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -250.8 ### ### 0 0 0 0 0 0 0 ### 236.72 1364.16 188.72
0 0 0 0 0 0 0 0 0 0 422.46 181.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -218.1 ### ### 0 0 0 0 0 0 0 ### 232.54 1445.85 182.45
0 0 0 0 0 0 0 0 0 0 422.46 198.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -187.5 ### ### 0 0 0 0 0 0 0 ### 228.36 1524.71 176.17
0 0 0 0 0 0 0 0 0 0 422.46 214.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -158.9 ### ### 0 0 0 0 0 0 0 ### 224.18 1601.02 169.84
0 0 0 0 0 0 0 0 0 0 422.46 229.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -132.1 ### ### 0 0 0 0 0 0 0 ### 220 1675.02 163.45
92.25 -6.47
88.33 -6.36
84.83 -6.29
81.69 -6.27
78.86 -6.28
76.31 -6.32
74 -6.39
71.89 -6.49
226.41 ###
236.05 ###
245.70 ###
255.34 ###
264.98 ###
274.63 ###
284.27 ###
293.92 ###
0 0 0 0 0 0 0 0 0 0 422.46 171.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -240.4 ### ### 0 0 0 0 0 0 0 ### 236.76 1297.33 152.7
0 0 0 0 0 0 0 0 0 0 422.46 190.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -207.4 ### 76491.8 0 0 0 0 0 0 0 ### 232.42 1365.41 147.85
0 0 0 0 0 0 0 0 0 0 422.46 207.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -176.6 ### 83446.3 0 0 0 0 0 0 0 ### 228.08 1431.64 142.86
0 0 0 0 0 0 0 0 0 0 422.46 223.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -147.9 ### ### 0 0 0 0 0 0 0 ### 223.74 1496.2 137.7
Bar diameter
d' = n max =
44 d= 356 Asc mm 951.5 Interval = 9.644 40 intervals n/d = 0.0400 n 14.24 23.88 33.53 43.17 52.82 Neutral axis Fc ### 182229.01 222936.34 Conc comp force ### 100814.36 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain -0.01 0 0 0 0 2 -0.05 -0.03 -0.02 -0.01 -0.01 inter strain 3 0 0 0 0 0 inter strain 4 0 0 0 0 0 inter strain 5 0 0 0 0 0 inter strain 6 0 0 0 0 0 inter strain 7 0 0 0 0 0 inter strain 8 0 0 0 0 0 inter strain 9 0 0 0 0 0 inter strain t strain Steel tens strain -0.08 -0.05 -0.03 -0.03 -0.02 fsc -605.20 -234.27 -29.06 101.21 Steel comp stress ### 2 -438.1 -438.1 -438.1 -438.1 -438.1 inter stress 3 0.0 0.0 0.0 0.0 0.0 inter stress 4 0.0 0.0 0.0 0.0 0.0 inter stress 5 0.0 0.0 0.0 0.0 0.0 inter stress 6 0.0 0.0 0.0 0.0 0.0 inter stress 7 0.0 0.0 0.0 0.0 0.0 inter stress 8 0.0 0.0 0.0 0.0 0.0 inter stress 9 0.0 0.0 0.0 0.0 0.0 inter stress fst -438.1 -438.1 -438.1 -438.1 Steel tens stress -438.1 Fsc ### -17527.8 61048.46 Steel comp force ### -365047.78 2 ### -176168.55 ### ### ### inter Fs 3 0 0 0 0 0 inter Fs 4 0 0 0 0 0 inter Fs 5 0 0 0 0 0 inter Fs 6 0 0 0 0 0 inter Fs 7 0 0 0 0 0 inter Fs 8 0 0 0 0 0 inter Fs 9 0 0 0 0 0 inter Fs Fst ### ### ### Steel tens force ### -264252.82 z 345.25 340.91 336.57 332.23 Conc lever arm 349.59 0 0 0 0 0 Fc + Fsc - Fst N 0 0 0 0 0 MOR M Labels for chart N diff 0 0 0 0 0 M diff 0 0 0 0 106.36
12
Made by RMW Job No R68 Date 11-May-09
© 1999 BCA for RCC
spacing =
156
62.46 ###
1608
72.10 ###
81.75 ###
91.39 ###
101.04 ###
110.68 ###
120.32 ###
129.97 ###
139.61 ###
149.26 ###
158.90 ###
168.54 ###
178.19 ###
187.83 ###
197.48 ###
0 -0.01 0 0 0 0 0 0 0 -0.02 191.25 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 327.89 0 106.36
0 -0.01 0 0 0 0 0 0 0 -0.01 257.21 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 323.55 19.07 116.42
0 -0.01 0 0 0 0 0 0 0 -0.01 307.60 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 319.21 90.18 126.49
0 0 0 0 0 0 0 0 0 -0.01 347.36 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 314.87 154.86 135.2
0 0 0 0 0 0 0 0 0 -0.01 379.52 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 310.53 214.98 142.84
0 0 0 0 0 0 0 0 0 -0.01 406.09 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 306.19 271.7 149.6
0 0 0 0 0 0 0 0 0 -0.01 422.46 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 301.85 322.29 155.05
0 0 0 0 0 0 0 0 0 -0.01 422.46 -377.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 297.51 387.49 158.61
0 0 0 0 0 0 0 0 0 -0.01 422.46 -302.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 293.17 458.12 161.81
0 0 0 0 0 0 0 0 0 0 422.46 -238.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 288.83 524.88 164.66
0 0 0 0 0 0 0 0 0 0 422.46 -181.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 284.5 588.48 167.16
0 0 0 0 0 0 0 0 0 0 422.46 -130.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 280.16 649.46 169.3
0 0 0 0 0 0 0 0 0 0 422.46 -85.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 275.82 708.24 171.09
0 0 0 0 0 0 0 0 0 0 422.46 -45.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 271.48 765.17 172.53
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 -8.9 24.1 54.1 81.6 106.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -400.7 -355.7 ### ### ### ### ### ### 9676.45 21769.5 ### 42991.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 267.14 262.8 258.46 254.12 249.78 820.52 874.5 927.3 1001.65 1079.64 173.61 174.34 174.72 171.22 166.66
19.07 10.07
71.1 10.07
64.69 8.71
60.11 7.64
56.73 6.76
50.58 5.45
65.2 3.56
70.63 3.2
66.76 2.85
63.6 2.5
60.98 2.14
58.79 1.79
56.93 1.44
55.34 1.08
53.98 0.73
52.8 0.38
74.35 -3.5
77.99 -4.56
75.06 -4.58
72.47 -4.64
70.16 -4.73
68.09 -4.85
66.23 -4.99
64.56 -5.16
63.04 -5.34
195.64 ###
205.37 ###
215.10 ###
224.83 ###
234.56 ###
244.30 ###
254.03 ###
263.76 ###
273.49 ###
283.22 ###
292.95 ###
0 0 0 0 0 0 0 0 0 0 422.46 49.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 261.2 913.76 139.84
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 77.3 103.1 126.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -414.6 -368.4 -325.8 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 256.83 252.45 248.07 969.17 1031.78 1092.68 138.66 135.91 132.99
0 0 0 0 0 0 0 0 0 0 422.46 148.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -286.5 ### ### 0 0 0 0 0 0 0 ### 243.69 1152.05 129.89
0 0 0 0 0 0 0 0 0 0 422.46 169.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -250.1 ### ### 0 0 0 0 0 0 0 ### 239.31 1210.08 126.58
58.03 -3.31 0
56.82 -3.53 0
mm²
mm
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 130.2 151.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -314.3 -276.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 245.44 241.1 1154.7 1227.17 162.08 157.44
8T16
Bar diameter
d' = n max =
42 d= 358 956.8 Interval = 9.732 n/d = 0.0300 n 10.74 20.47 30.20 Neutral axis Fc 86410.2 ### Conc comp force ### 2 200.00 inter d' 3 0.00 inter d' 4 0.00 inter d' 5 0.00 inter d' 6 0.00 inter d' 7 0.00 inter d' 8 0.00 inter d' 9 0.00 inter d' c strain Steel comp strain -0.01 0 0 2 -0.06 -0.03 -0.02 inter strain 3 0 0 0 inter strain 4 0 0 0 inter strain 5 0 0 0 inter strain 6 0 0 0 inter strain 7 0 0 0 inter strain 8 0 0 0 inter strain 9 0 0 0 inter strain t strain Steel tens strain -0.11 -0.06 -0.04 fsc -751.78 -289.05 Steel comp stress ### 2 -438.1 -438.1 -438.1 inter stress 3 0.0 0.0 0.0 inter stress 4 0.0 0.0 0.0 inter stress 5 0.0 0.0 0.0 inter stress 6 0.0 0.0 0.0 inter stress 7 0.0 0.0 0.0 inter stress 8 0.0 0.0 0.0 inter stress 9 0.0 0.0 0.0 inter stress fst -438.1 -438.1 Steel tens stress -438.1 Fsc ### Steel comp force ### -255071.68 2 ### -99094.81 ### inter Fs 3 0 0 0 inter Fs 4 0 0 0 inter Fs 5 0 0 0 inter Fs 6 0 0 0 inter Fs 7 0 0 0 inter Fs 8 0 0 0 inter Fs 9 0 0 0 inter Fs Fst ### Steel tens force ### -148642.21 z 348.79 344.41 Conc lever arm 353.17 0 0 0 Fc + Fsc - Fst N 0 0 0 MOR M Labels for chart N diff 0 0 0 M diff 0 0 0 N Bal 0 0 0
Asc
mm
905
spacing =
158
69.13 ###
78.86 ###
88.59 ###
98.32 ###
108.06 ###
117.79 ###
127.52 ###
137.25 ###
146.98 ###
156.71 ###
166.44 ###
176.18 ###
185.91 ###
0 -0.01 0 0 0 0 0 0 0 -0.01 259.07 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 326.89 131.96 86.66
0 -0.01 0 0 0 0 0 0 0 -0.01 311.56 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 322.51 190.84 94.95
0 0 0 0 0 0 0 0 0 -0.01 352.51 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 318.13 245.81 102.26
0 0 0 0 0 0 0 0 0 -0.01 385.35 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 313.75 298.03 108.79
0 0 0 0 0 0 0 0 0 -0.01 412.28 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 309.38 348.25 114.63
0 0 0 0 0 0 0 0 0 -0.01 422.46 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 305 392.78 119.22
0 0 0 0 0 0 0 0 0 -0.01 422.46 -397.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 300.62 442.95 122.9
0 0 0 0 0 0 0 0 0 -0.01 422.46 -320.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 296.24 501.63 126.22
0 0 0 0 0 0 0 0 0 -0.01 422.46 -252.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 291.86 557.99 129.18
0 0 0 0 0 0 0 0 0 0 422.46 -193.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 287.48 612.44 131.78
0 0 0 0 0 0 0 0 0 0 422.46 -141.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 283.1 665.33 134.02
0 0 0 0 0 0 0 0 0 0 422.46 -94.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 278.72 716.92 135.91
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 -53.1 -15.6 18.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 ### ### ### ### -3529.9 4140.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 274.34 269.96 265.58 767.41 816.96 865.7 137.43 138.59 139.39
58.88 8.29 0
54.97 7.32 0
52.22 6.52 0
50.21 5.84 0
44.53 4.59 0
50.17 3.68 0
58.68 3.32 0
56.35 2.96 0
54.46 2.6 0
52.89 2.24 0
51.59 1.88 0
50.49 1.52 0
3500 1
0 2
1000 3
0 4
500 5
0 6
mm²
mm
40 intervals 39.93 49.67 168563.52 209640.19
59.40 ###
0 0 0 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.03 -0.02 -0.02 -51.84 92.41 189.40 -438.1 -438.1 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -17588.51 31354.79 ### -99094.81 -99094.81 ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 340.03 335.65 331.27 0 0 67.24 0 67.51 77.08 0 67.51 0
67.24 9.57 0
64.72 9.57 0
0 0
0 359.5
0 0
CHART MARKERS 0 138.42
0 0
0 187.94
labels
49.55 1.16 0
48.75 0.8 0
48.05 0.44 0
55.42 -1.18 0
62.61 -2.76 0
60.89 -2.92 0
59.38 -3.1 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 188.1 205.7 222.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -216.3 -184.8 -155.4 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 234.93 230.55 226.17 1266.9 1322.64 1377.4 123.05 119.29 115.28 55.74 -3.76 0
54.76 -4.01 0
53.88 -4.27 0
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - X axis III
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
Made by RMW Job No R68 Date 11-May-09
© 1999 BCA for RCC
40 Bar diameter continued Interval = -20.000 20 intervals 300.00 ###
310.00 ###
320.00 ###
330.00 ###
340.00 ###
350.00 ###
360.00 ###
370.00 ###
380.00 ###
390.00 ###
400.00 ###
380.00 ###
360.00 ###
340.00 ###
320.00 ###
300.00 ###
280.00 ###
260.00 ###
240.00 ###
Solve for Nuz 220.00 200.00 180.00 160.00 140.00 120.00 100.00 80.00 60.00 40.00 20.00 928620 844200 759780 675360 590940 506520 422100 337680 253260 168840 84420
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -135 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -139.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -144 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -148.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -153 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -157.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -162 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -166.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -171 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -175.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -180 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -171 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -162 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -153 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -144 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -135 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -126 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -117 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -108 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -99 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -90 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -81 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 421.87 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -72 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 384.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -63 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 334.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -54 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 264.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -45 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 159.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -36 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 -15.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -27 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.02 0.02 0 -365.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -18 #DIV/0! #DIV/0!
-0.01 0 0 0.01 0.01 0.02 0.02 0.03 0.04 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -9 #DIV/0! #DIV/0!
Nuz 0.00 0
#DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.0 0.0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! 0
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max
32 Bar diameter continued 311.25 ###
320.12 ###
329.00 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 250.2 262.7 274.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -78.2 -56.6 -36.2 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 205.94 201.95 197.95 2546.9 2656.48 2762.17 255.1 244.35 233.71 8T32 109.58 105.69 102.1 -10.75 -10.64 -10.56
Interval = 26.238 20 intervals
337.87 ###
346.75 ###
355.62 ###
364.50 ###
373.37 ###
382.25 ###
391.12 ###
0 0 0 0 0 0 0 0 0 0 422.46 285.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -16.8 ### ### 0 0 0 0 0 0 0 ### 193.96 2864.27 223.14
0 0 0 0 0 0 0 0 0 0 422.46 296.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -14.1 ### ### 0 0 0 0 0 0 0 ### 189.96 2925.34 218.14
0 0 0 0 0 0 0 0 0 0 422.46 306.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 ### ### 0 0 0 0 0 0 0 7979.9 185.97 3021.08 207.65
0 0 0 0 0 0 0 0 0 0 422.46 315.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 19.9 ### ### 0 0 0 0 0 0 0 ### 181.98 3113.97 197.16
61.07 -5.01
95.73 -10.49
92.89 -10.49
90.26 -10.51
87.81 -10.55
85.52 -10.61
83.39 -10.68
355.24 ###
364.19 ###
373.15 ###
382.10 ###
391.05 ###
0 0 0 0 0 0 0 0 0 0 422.46 324.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 28.7 ### ### 0 0 0 0 0 0 0 ### 181.58 2558.36 137.22
0 0 0 0 0 0 0 0 0 0 422.46 333.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 44.1 ### ### 0 0 0 0 0 0 0 ### 177.56 2627.39 128.55
69.03 -8.67
67.6 -8.82
319.44 ###
0 0 0 0 0 0 0 0 0 0 422.46 249.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -88.0 ### ### 0 0 0 0 0 0 0 ### 209.78 2047.7 191.38
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 261.7 273.7 285.0 295.7 305.9 315.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -65.9 -45.0 -25.2 -6.5 -4.3 12.6 ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### 205.75 201.73 197.7 193.67 189.64 185.61 2130.4 2210.66 2288.66 2364.59 2415.57 2487.79 183.36 175.31 167.19 159 154.15 145.75 80.26 -8.05
78 -8.11
75.92 -8.19
346.29 ###
50.98 -4.85
452.48 ###
478.71 ###
504.95 ###
531.19 ###
557.43 ###
583.67 ###
609.91 ###
636.14 ###
662.38 ###
688.62 ###
714.86 ###
741.10 ###
767.33 ###
793.57 ###
819.81 ###
846.05 ###
Solve for Nuz Nuz 872.29 898.53 924.76 ### ### ###
235.34 -32.16
186.99 -26.35
98.06 -10.33
87.42 -9.26
57.16 -8.35
51.78 -7.56
47.13 -6.88
43.07 -6.29
39.52 -5.77
36.39 -5.31
33.61 -4.91
31.15 -4.55
28.94 -4.23
26.96 -3.94
25.18 -3.68
23.57 -3.44
22.11 -3.23
20.78 -3.03
506.82 ###
533.53 ###
560.24 ###
586.94 ###
613.65 ###
640.35 ###
667.06 ###
693.77 ###
720.47 ###
747.18 ###
773.88 ###
800.59 ###
827.29 ###
854.00 ###
19.56 -2.86
18.45 -2.69
235.34 max
Interval = 26.706 20 intervals
310.49 ###
82.71 -8.01
337.34 ###
426.24 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 325.0 333.7 342.1 350.0 371.5 390.6 407.6 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 35.7 50.7 65.1 78.9 116.1 149.1 178.4 204.7 228.4 249.9 269.4 287.3 303.6 318.7 332.6 345.6 357.6 368.7 379.2 388.9 398.1 406.7 414.8 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 177.98 173.99 169.99 166 154.19 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 146 3204.23 3292.04 3377.56 3460.95 3696.29 3883.27 3981.34 4068.75 4125.91 4177.7 4224.82 4267.89 4307.41 4343.8 4377.42 4408.56 4437.51 4464.47 4489.65 4513.21 4535.32 4556.1 4575.66 4594.11 186.65 176.1 165.49 154.8 122.65 96.3 85.96 76.7 68.36 60.8 53.92 47.63 41.86 36.55 31.64 27.09 22.86 18.93 15.25 11.81 8.58 5.55 2.69 0
25 Bar diameter continued 328.39 ###
400.00 ###
72.22 -8.4
70.57 -8.53
400.00 ###
426.71 ###
453.41 ###
480.12 ###
Solve for Nuz Nuz 880.71 907.41 934.12 ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 342.0 350.0 371.9 391.2 408.4 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 58.7 72.7 111.0 144.8 174.8 201.7 225.8 247.7 267.5 285.7 302.3 317.6 331.7 344.8 356.9 368.2 378.8 388.6 397.9 406.6 414.8 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 173.53 169.5 157.48 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 149.5 2694.99 2761.26 2951.86 3095.44 3156.5 3209.84 3245.42 3277.61 3306.87 3333.58 3358.07 3380.59 3401.38 3420.63 3438.51 3455.15 3470.68 3485.2 3498.82 3511.61 3523.65 3535 119.74 110.76 82.94 61.13 54.52 48.61 43.29 38.48 34.11 30.11 26.45 23.08 19.98 17.1 14.43 11.94 9.62 7.45 5.41 3.5 1.7 0 66.27 -8.98
190.6 -27.82
143.58 -21.81
61.06 -6.61
53.34 -5.91
35.58 -5.32
32.19 -4.81
29.26 -4.37
26.71 -3.99
24.49 -3.66
22.52 -3.37
20.79 -3.11
19.25 -2.88
17.87 -2.67
16.64 -2.49
15.53 -2.32
14.53 -2.17
13.62 -2.04
12.79 -1.91
12.04 -1.8
11.35 -1.7
190.6 max
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - X axis IV
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
20 Bar diameter continued 307.08 ###
316.37 ###
0 0 0 0 0 0 0 0 0 0 422.46 244.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -107.0 ### ### 0 0 0 0 0 0 0 ### 215.81 1746.91 156.96
0 0 0 0 0 0 0 0 0 0 422.46 257.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -83.3 ### ### 0 0 0 0 0 0 0 ### 211.63 1816.88 150.36
69.97 -6.6
68.22 -6.73
325.66 ###
334.96 ###
344.25 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 270.1 282.0 293.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -60.9 -39.8 -19.8 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 207.45 203.27 199.09 1885.1 1951.71 2016.84 143.63 136.75 129.71 8T20 66.61 65.13 63.77 -6.88 -7.04 -7.22
Interval = 27.307 20 intervals 353.54 ###
362.83 ###
372.12 ###
381.42 ###
390.71 ###
0 0 0 0 0 0 0 0 0 0 422.46 304.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -0.9 ### ### 0 0 0 0 0 0 0 -858.4 194.91 2080.61 122.49
0 0 0 0 0 0 0 0 0 0 422.46 314.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.4 ### ### 0 0 0 0 0 0 0 1325.08 190.73 2128.38 117.36
47.78 -5.14
61.35 -7.6
60.27 -7.81
59.27 -8.03
58.34 -8.25
0 0 0 0 0 0 0 0 0 0 422.46 238.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -120.9 ### ### 0 0 0 0 0 0 0 ### 219.4 1559.24 132.36 61.66 -5.54
313.20 ###
322.85 ###
332.49 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 253.0 266.4 278.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -95.6 -71.9 -49.5 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 215.06 210.72 206.38 1620.9 1681.32 1740.59 126.83 121.08 115.11 60.41 -5.75
59.27 -5.97
58.22 -6.2
342.14 ###
351.78 ###
361.42 ###
371.07 ###
380.71 ###
390.36 ###
427.31 ###
454.61 ###
481.92 ###
509.23 ###
536.54 ###
563.84 ###
591.15 ###
618.46 ###
645.77 ###
673.07 ###
700.38 ###
727.69 ###
754.99 ###
782.30 ###
809.61 ###
836.92 ###
864.22 ###
Solve for Nuz Nuz 891.53 918.84 946.15 ### ### ###
166.63 -25.6
117.53 -18.97
40.07 -4.48
34.13 -4
23.34 -3.59
21.08 -3.25
19.13 -2.95
17.44 -2.69
15.97 -2.46
14.67 -2.26
13.53 -2.08
12.51 -1.93
11.61 -1.79
10.8 -1.66
10.07 -1.55
9.41 -1.45
8.82 -1.36
8.28 -1.27
510.30 ###
537.87 ###
565.45 ###
593.02 ###
620.60 ###
648.17 ###
675.75 ###
703.32 ###
730.89 ###
758.47 ###
786.04 ###
813.62 ###
841.19 ###
868.77 ###
7.79 -1.2
7.34 -1.13
166.63 max
Interval = 27.575 20 intervals
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 290.8 302.0 312.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -28.4 -8.4 -5.1 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 202.04 197.7 193.36 1798.81 1856.07 1903.02 108.91 102.46 97.23 57.26 -6.45
400.00 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 323.8 332.9 341.7 350.0 372.4 392.0 409.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 18.5 34.7 50.1 64.9 104.5 139.3 170.2 197.7 222.5 244.9 265.2 283.7 300.6 316.2 330.6 343.8 356.2 367.6 378.3 388.3 397.6 406.4 414.7 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 186.54 182.36 178.18 174 161.71 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 154 2189.73 2250 2309.27 2367.61 2534.24 2651.77 2691.84 2725.98 2749.32 2770.4 2789.53 2806.98 2822.94 2837.62 2851.15 2863.66 2875.27 2886.07 2896.13 2905.55 2914.36 2922.64 2930.43 2937.76 109.76 101.95 93.92 85.67 60.07 41.1 36.62 32.62 29.02 25.77 22.83 20.14 17.68 15.42 13.34 11.41 9.62 7.96 6.41 4.96 3.6 2.33 1.13 0
16 Bar diameter continued 303.56 ###
Made by RMW Job No R68 Date 11-May-09
© 1999 BCA for RCC
400.00 ###
427.57 ###
455.15 ###
482.72 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 322.7 332.3 341.4 350.0 372.6 392.4 410.0 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 12.8 29.8 46.0 61.4 101.5 136.9 168.1 196.0 221.1 243.7 264.1 282.8 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7715.74 ### ### 37015.5 ### ### ### ### ### ### ### ### 189.02 184.68 180.34 176 163.59 156 156 156 156 156 156 156 1958.59 2013.4 2067.51 2120.98 2270.69 2371.17 2397.1 2418.94 2434.05 2447.67 2460.03 2471.3 90.27 83.04 75.53 67.75 43.9 26.87 23.93 21.31 18.95 16.83 14.9 13.14
46.95 -5.23
55.56 -6.96
54.81 -7.23
54.12 -7.5
53.47 -7.78
351.34 ###
361.07 ###
370.81 ###
380.54 ###
390.27 ###
149.7 -23.85
100.48 -17.02
25.93 -2.94
21.85 -2.62
Solve for Nuz Nuz 896.34 923.92 951.49 ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 299.9 315.6 330.0 343.4 355.8 367.3 378.1 388.1 397.5 406.3 414.6 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### 156 156 156 156 156 156 156 156 156 156 156 156 2481.6 2491.06 2499.78 2507.85 2515.32 2522.28 2528.76 2534.81 2540.49 2545.81 2550.81 2555.53 11.53 10.06 8.7 7.44 6.27 5.19 4.18 3.23 2.35 1.52 0.74 0
15.1 -2.36
13.63 -2.13
12.36 -1.93
11.26 -1.76
10.3 -1.61
9.46 -1.48
8.72 -1.36
8.06 -1.26
7.48 -1.17
6.95 -1.08
6.48 -1.01
6.06 -0.94
5.67 -0.88
5.32 -0.83
511.37 ###
539.21 ###
567.05 ###
594.89 ###
622.73 ###
650.58 ###
678.42 ###
706.26 ###
734.10 ###
761.94 ###
789.79 ###
817.63 ###
845.47 ###
873.31 ###
5 -0.78
4.71 -0.74
149.7 max
12 Bar diameter continued Interval = 27.842 20 intervals 302.69 ###
312.42 ###
0 0 0 0 0 0 0 0 0 0 422.46 237.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -127.9 ### ### 0 0 0 0 0 0 0 ### 221.79 1431.28 111.01
0 0 0 0 0 0 0 0 0 0 422.46 251.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -102.1 ### ### 0 0 0 0 0 0 0 ### 217.41 1484.37 106.47
53.09 -4.54 0
52.36 -4.81 0
322.15 ###
331.88 ###
341.61 ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 265.4 278.2 290.2 301.5 312.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -77.9 -55.1 -33.6 -13.3 -9.7 ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 213.03 208.65 204.28 199.9 195.52 1536.73 1588.43 1639.52 1690.06 1734.78 101.66 96.56 91.17 85.49 80.34 8T12 51.7 51.09 50.54 44.72 49.56 -5.1 -5.39 -5.68 -5.15 -6.29 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 422.46 322.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.5 ### ### 0 0 0 0 0 0 0 2897.78 191.14 1784.34 74.06 49.12 -6.6 0
400.00 ###
427.84 ###
455.68 ###
483.53 ###
Solve for Nuz Nuz 901.15 928.99 956.84 ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 332.1 341.3 350.0 372.8 392.8 410.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.8 42.2 57.9 98.6 134.4 166.1 194.3 219.6 242.4 263.1 281.9 299.2 315.0 329.5 343.0 355.5 367.1 377.9 388.0 397.4 406.3 414.6 422.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 84320 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8761.74 ### 19633.7 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 186.76 182.38 178 165.47 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 158 1833.47 1882.19 1930.54 2067.04 2153.79 2168.53 2180.82 2189.41 2197.15 2204.17 2210.56 2216.4 2221.77 2226.71 2231.27 2235.51 2239.44 2243.1 2246.53 2249.74 2252.74 2255.57 2258.23 67.46 60.54 53.31 30.85 15.44 13.74 12.23 10.87 9.65 8.54 7.53 6.61 5.76 4.98 4.26 3.59 2.97 2.39 1.85 1.34 0.87 0.42 0 48.72 -6.91 0
48.35 -7.23 0
136.5 86.74 -22.46 -15.41 1882.19 0
14.75 -1.7 0
12.29 -1.51 0
8.59 -1.36 0
7.74 -1.22 0
7.02 -1.11 0
6.39 -1.01 0
5.84 -0.92 0
5.36 -0.85 0
4.94 -0.78 0
4.57 -0.72 0
4.23 -0.67 0
3.93 -0.62 0
3.67 -0.58 0
3.42 -0.54 0
3.21 -0.51 0
3.01 -0.48 0
2.83 -0.45 0
2.66 -0.42 0
136.5 max 1882.19 max
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
Project Location
CALCULATIONS - Y axis I
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
Made by RMW Date
© 1999 BCA for RCC
Job No R68 11-May-09
CALCULATIONS - Y axis .67fcu/gm = fy/gm = net fy/gm =
40
N M
Labels
32
N M
0 0 0 0.01 0.01 0.01 0.02 0.02 0.02 0 -715.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -13.5 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.02 0.02 0 -435.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -16.88 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.02 0.02 0 -248.97 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -20.25 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.02 0 -115.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -23.63 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 -15.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -27 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 62.14 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -30.38 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 124.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -33.75 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 175.28 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -37.13 #DIV/0! #DIV/0!
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0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 334.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -54 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 354.95 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -57.38 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 373.26 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -60.75 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 389.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -64.13 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 404.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -67.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 417.70 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -70.88 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -74.25 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -77.63 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -81 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -84.38 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -87.75 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -91.13 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -94.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -97.88 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -101.25 #DIV/0! #DIV/0!
8T40
54 d = 246 mm Asc = 6434 mm² spacing = 96 mm mm 657.5 Interval = 6.701 40 intervals n/d = 0.1300 58.78 65.48 72.18 78.88 85.58 92.28 ### ### ### ### ### ###
0 0
0 0
0 0
0 0
98.99 ###
105.69 112.39 119.09 125.79 132.49 139.19 145.89 152.59 159.29 165.99 172.69 179.39 186.09 192.79 199.49 206.19 212.89 219.59 226.29 233.00 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 41.31 107.11 160.70 205.18 242.70 274.76 302.49 326.70 348.03 366.95 383.86 399.06 412.79 422.46 422.46 -438.1 -438.1 -438.1 -438.1 -438.1 -437.8 -360.8 -293.5 -234.3 -181.7 -134.7 -92.5 -54.4 -19.7 11.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -428.5 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 219.55 216.53 213.52 210.5 207.49 204.47 201.46 198.44 195.43 192.41 189.4 186.38 183.37 180.35 177.33 0 0 0 0 0 0 0 0 38.36 206.28 360.33 502.62 634.84 751.61 863.25 0 0 0 0 0 0 0 238.86 244.97 251.08 256.5 261.3 265.52 268.58 266.96 0 0
0 0
0 0
0 0
0 0
0 0
0 238.86
38.36 6.11
167.93 154.05 142.29 132.22 116.77 111.64 198.81 6.11 5.42 4.79 4.23 3.06 -1.63 -10.63
0 0 0 0 0 0 0 0 0 0 422.46 40.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -381.1 ### ### 0 0 0 0 0 0 0 ### 174.32 1062.06 256.32 185.8 -9.97
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 67.4 92.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -337.4 -297.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 171.3 168.29 1247.86 1422.17 246.35 236.94 174.31 -9.41
164.1 -8.95
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 114.7 135.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -259.9 -225.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 165.27 162.26 1586.27 1741.27 227.99 219.44 155 -8.55
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 155.4 173.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -193.2 -163.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 159.24 156.23 1888.12 2027.64 211.22 203.27
146.85 139.52 -8.22 -7.95
132.9 -7.72
0 0 0 0 0 0 0 0 0 0 422.46 190.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -135.1 ### ### 0 0 0 0 0 0 0 ### 153.21 2160.54 195.55
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 206.8 221.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -108.9 -84.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 150.2 147.18 2287.45 2408.91 188 180.6
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 236.0 249.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -61.0 -39.1 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 144.17 141.15 2525.42 2637.39 173.32 166.11
126.91 121.47 116.51 111.97 107.82 -7.54 -7.4 -7.29 -7.21 -7.15
Bar diameter
d' = n max =
N M
-0.01 0 0 0.01 0.01 0.02 0.02 0.03 0.03 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -10.13 #DIV/0! #DIV/0!
31.98 38.68 45.38 52.08 Neutral axis ### ### ### Conc comp force ### 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0 0 0 0 Steel comp strain -0.01 -0.01 -0.01 -0.01 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain -0.02 -0.02 -0.01 Steel tens strain -0.02 Steel comp stress-497.62 -292.87 -148.58 -41.42 -438.1 -438.1 -438.1 -438.1 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress Steel tens stress -438.1 -438.1 -438.1 -438.1 ### ### ### Steel comp force ### ### ### ### ### inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs ### ### ### Steel tens force ### Conc lever arm 231.61 228.59 225.58 222.56 0 0 0 0 Fc + Fsc - Fst 0 0 0 0 MOR for chart
25
Labels
-0.01 0 0 0.01 0.02 0.02 0.03 0.04 0.05 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -6.75 #DIV/0! #DIV/0!
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
N diff M diff
n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
-0.02 0 0 0.02 0.03 0.05 0.06 0.07 0.09 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -3.38 #DIV/0! #DIV/0!
Bar diameter
d' = n max =
Labels
0.00 268.58 420.00 420.00
ALL CALCULATIONS DERIVED FROM FIGURE 3.3 AND CLAUSE 3.4.4.1
60 d= 0 Asc = 0 spacing = -30 mm mm mm mm² 0.0 Interval = 7.500 40 intervals n/d = 0.1500 7.50 15.00 22.50 30.00 37.50 45.00 52.50 60.00 67.50 75.00 82.50 90.00 97.50 105.00 112.50 120.00 127.50 135.00 142.50 150.00 157.50 165.00 172.50 180.00 187.50 195.00 202.50 210.00 217.50 225.00 42210 84420 126630 168840 211050 253260 295470 337680 379890 422100 464310 506520 548730 590940 633150 675360 717570 759780 801990 844200 886410 928620 970830 ### ### ### ### ### ### ###
0.00 Neutral axis 0 Conc comp force 0.00 inter d' 0.00 inter d' -30.00 inter d' -60.00 inter d' -90.00 inter d' -120.00 inter d' -150.00 inter d' -180.00 inter d' Steel comp strain#DIV/0! 0 inter strain 0 inter strain #DIV/0! inter strain #DIV/0! inter strain #DIV/0! inter strain #DIV/0! inter strain #DIV/0! inter strain #DIV/0! inter strain Steel tens strain #DIV/0! Steel comp stress#DIV/0! 0.0 inter stress 0.0 inter stress inter stress #DIV/0! inter stress #DIV/0! inter stress #DIV/0! inter stress #DIV/0! inter stress #DIV/0! inter stress #DIV/0! Steel tens stress #DIV/0! Steel comp force #DIV/0! 0 inter Fs 0 inter Fs #DIV/0! inter Fs #DIV/0! inter Fs #DIV/0! inter Fs #DIV/0! inter Fs #DIV/0! inter Fs #DIV/0! inter Fs Steel tens force #DIV/0! 0 Conc lever arm Fc + Fsc - Fst #DIV/0! #DIV/0! MOR for chart N diff M diff N Bal
n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
N/mm² N/mm² N/mm²
Bar diameter
d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
15.63 438.10 422.46
50.5 d = 249.5 mm Asc = 3927 mm² spacing = 99.5 mm mm 666.8 Interval = 6.752 40 intervals n/d = 0.1200 56.95 63.70 70.45 77.20 83.95 90.70 ### ### ### ### ### ###
29.94 36.69 43.44 50.19 Neutral axis ### ### ### Conc comp force ### 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0 0 0 0 Steel comp strain -0.01 -0.01 -0.01 -0.01 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain -0.02 -0.02 -0.01 Steel tens strain -0.03 Steel comp stress-496.33 -279.07 -129.34 -19.89 -438.1 -438.1 -438.1 -438.1 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress -438.1 -438.1 -438.1 -438.1 Steel tens stress ### ### ### ### Steel comp force ### ### ### ### inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs ### ### ### Steel tens force ### Conc lever arm 236.03 232.99 229.95 226.91 0 0 0 0 Fc + Fsc - Fst 0 0 0 0 MOR for chart N diff M diff
0 0
0 0
0 0
0 0
97.46 ###
0 0 0 0 0 0 0 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 63.60 129.40 182.59 226.47 263.29 294.64 321.64 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -377.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### 223.87 220.84 217.8 214.76 211.72 208.68 205.65 0 0 0 0 0 0 6.44 0 0 0 0 0 163.84 169.54
104.21 110.96 117.71 124.46 131.21 137.96 144.72 151.47 158.22 164.97 171.72 178.47 185.22 191.98 198.73 205.48 212.23 218.98 225.73 232.49 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 345.14 -307.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 202.61 147.58 175.23
0 0 0 0 0 0 0 0 0 0 365.78 -246.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 199.57 276.17 180.28
0 0 0 0 0 0 0 0 0 0 384.05 -192.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 196.53 394.36 184.75
0 0 0 0 0 0 0 0 0 0 400.34 -143.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 193.49 503.85 188.69
0 0 0 0 0 0 0 0 0 0 414.96 -100.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 190.45 605.99 192.16
0 0 0 0 0 0 0 0 0 0 422.46 -61.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 187.42 693.49 194.36
0 0 0 0 0 0 0 0 0 0 422.46 -25.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 184.38 766.34 195.22
87.5 2.2
72.86 0.87
69.75 0.64
0 0 0 0 0 0 0 0 0 0 422.46 6.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### 6655.95 0 0 0 0 0 0 0 ### 181.34 836.09 195.86
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 36.4 63.5 88.5 111.7 133.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -403.9 -358.7 -317.1 -278.6 -242.9 ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 178.3 175.26 172.23 169.19 166.15 953.55 1084.74 1208.6 1325.97 1437.55 191.25 184.8 178.64 172.72 166.97
0 0 0 0 0 0 0 0 0 0 422.46 153.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -209.7 ### 150263 0 0 0 0 0 0 0 ### 163.11 1543.95 161.36
0 0 0 0 0 0 0 0 0 0 422.46 171.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -178.8 ### ### 0 0 0 0 0 0 0 ### 160.07 1645.7 155.85
0 0 0 0 0 0 0 0 0 0 422.46 189.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -150.0 ### ### 0 0 0 0 0 0 0 ### 157.03 1743.27 150.41
101.76 -5.51
97.57 -5.44
93.78 -5.4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 205.3 220.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -122.9 -97.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 154 150.96 1837.04 1927.38 145.01 139.61
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 234.8 248.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -73.7 -51.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 147.92 144.88 2014.59 2098.93 134.21 128.79
8T25
0 0
0 0
0 0
0 0
0 163.84
6.44 5.69
141.14 128.59 118.19 109.49 102.14 5.69 5.05 4.47 3.95 3.47
117.46 131.19 123.86 117.36 111.58 -4.61 -6.45 -6.16 -5.93 -5.75
106.4 -5.61
90.34 -5.39
87.21 -5.4
84.35 -5.43
81.73 -5.47
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
Project Location
CALCULATIONS - Y axis II
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
20
N M
Labels
46 d = 254 mm Asc 2513 mm² spacing = 104 mm 678.9 Interval = 6.992 40 intervals n/d = 0.0800 48.29 55.28 62.27 69.26 76.26 83.25 ### ### ### ### ### ###
20.32 27.31 34.30 41.30 Neutral axis ### ### ### Conc comp force ### 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0 0 0 0 Steel comp strain -0.02 -0.02 -0.01 -0.01 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain 0 0 0 0 inter strain -0.03 -0.02 -0.02 Steel tens strain -0.04 Steel comp stress-900.28 -494.60 -254.30 -95.37 -438.1 -438.1 -438.1 -438.1 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress 0.0 0.0 0.0 0.0 inter stress Steel tens stress -438.1 -438.1 -438.1 -438.1 ### ### ### Steel comp force ### ### ### ### ### inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs 0 0 0 0 inter Fs ### ### ### Steel tens force ### Conc lever arm 244.86 241.71 238.56 235.42 0 0 0 0 Fc + Fsc - Fst 0 0 0 0 MOR for chart N diff M diff
16
N M
0 0
0 0
44 d= 684.2 Interval = n/d = 0.0400 10.24 17.48 Neutral axis ### Conc comp force ### 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' -0.01 Steel comp strain -0.01 -0.05 -0.03 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain -0.05 Steel tens strain -0.08 ### Steel comp stress ### -438.1 -438.1 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress Steel tens stress -438.1 -438.1 ### Steel comp force ### ### ### inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs ### Steel tens force ### Conc lever arm 251.39 248.13 0 0 Fc + Fsc - Fst 0 0 MOR
Labels
N diff M diff
N M
Job No R68 11-May-09
0 0
97.23 ###
104.22 111.22 118.21 125.20 132.19 139.18 146.18 153.17 160.16 167.15 174.14 181.14 188.13 195.12 202.11 209.10 216.10 223.09 230.08 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 17.53 101.88 167.28 219.48 262.10 297.57 327.54 353.20 375.42 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -379.9 -307.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 ### 96017.3 157658 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### 232.27 229.12 225.98 222.83 219.68 216.54 213.39 210.25 207.1 0 0 0 0 0 60.82 128.41 228.52 334.33 0 0 0 0 119.07 124.83 130.6 135.7 140.21 0 0
0 0
0 0
0 119.07
60.82 5.77
67.6 5.77
100.11 105.81 5.1 4.51
97.45 3.99
0 0 0 0 0 0 0 0 0 0 394.84 -244.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 203.95 431.78 144.21
0 0 0 0 0 0 0 0 0 0 411.97 -188.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 200.81 522.36 147.72
0 0 0 0 0 0 0 0 0 0 422.46 -138.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 197.66 602.77 150.35
0 0 0 0 0 0 0 0 0 0 422.46 -94.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 194.51 669.99 151.69
0 0 0 0 0 0 0 0 0 0 422.46 -54.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 191.37 734.41 152.79
0 0 0 0 0 0 0 0 0 0 422.46 -18.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 188.22 796.44 153.64
0 0 0 0 0 0 0 0 0 0 422.46 14.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### 9096.93 0 0 0 0 0 0 0 ### 185.07 856.39 154.24
0 0 0 0 0 0 0 0 0 0 422.46 44.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -410.1 ### ### 0 0 0 0 0 0 0 ### 181.93 940.89 151.85
0 0 0 0 0 0 0 0 0 0 422.46 71.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -363.7 ### ### 0 0 0 0 0 0 0 ### 178.78 1041.24 147.41
90.58 3.52
80.41 2.62
67.22 1.34
64.42 1.1
62.02 0.85
59.95 0.6
84.5 -2.39
100.35 -4.45
95.45 -4.33
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 97.1 120.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -321.0 -281.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 175.64 172.49 1136.69 1227.81 143.08 138.83 91.12 -4.25
87.27 -4.21
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 141.9 161.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -245.1 -211.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 169.34 166.2 1315.08 1398.92 134.62 130.41 83.84 -4.2
80.76 -4.22
0 0 0 0 0 0 0 0 0 0 422.46 180.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -179.7 ### ### 0 0 0 0 0 0 0 ### 163.05 1479.68 126.19 77.99 -4.26
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 197.9 214.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -150.3 -122.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 159.9 156.76 1557.67 1633.16 121.93 117.61 75.49 -4.32
73.22 -4.4
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 229.3 243.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -97.0 -72.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 153.61 150.46 1706.38 1777.54 113.2 108.71
256 mm Asc 7.244 40 intervals
1608 mm²
24.73 ###
31.97 ###
46.46 ###
0 -0.02 0 0 0 0 0 0 0 -0.03 -561.18 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 244.87 0 0
0 -0.01 0 0 0 0 0 0 0 -0.02 -278.98 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 241.61 0 0
0 0
0 0
39.22 ###
53.70 ###
spacing =
60.95 ###
106
71.17 -4.5
69.29 -4.6
68.19 ###
mm
75.44 ###
82.68 ###
89.92 ###
97.17 ###
104.41 111.66 118.90 126.14 133.39 140.63 147.88 155.12 162.36 169.61 176.85 184.10 191.34 198.58 205.83 213.07 220.32 227.56 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.02 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 -101.03 21.43 110.85 179.02 232.70 276.07 311.85 341.86 367.39 389.38 408.52 422.46 422.46 422.46 422.46 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -380.6 -305.6 -240.4 -183.1 -132.4 -87.2 -46.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 238.35 235.09 231.83 228.57 225.31 222.05 218.79 215.53 212.27 209.01 205.75 202.5 199.24 195.98 192.72 0 0 0 10.57 83.73 150.66 213 271.87 351.16 435.35 513.89 586.11 647.27 706.22 763.3 0 0 74.32 81.5 88.68 94.93 100.44 105.3 109.62 113.44 116.82 119.59 121.21 122.57 123.66
0 0 0 0 0 0 0 0 0 0 422.46 -10.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### -4043.1 0 0 0 0 0 0 0 ### 189.46 818.77 124.48
0 0 0 0 0 0 0 0 0 0 422.46 23.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### 9290.95 0 0 0 0 0 0 0 ### 186.2 872.88 125.03
0 0 0 0 0 0 0 0 0 0 422.46 53.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -403.7 ### ### 0 0 0 0 0 0 0 ### 182.94 946.54 123.13
54.1 0.56
73.66 -1.91
80.31 -2.99
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 80.9 106.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -356.6 -313.3 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 179.68 176.42 1026.85 1103.92 120.14 117.13
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 129.6 151.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -273.4 -236.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 173.16 169.9 1178.13 1249.82 114.07 110.94
0 0 0 0 0 0 0 0 0 0 422.46 171.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -202.4 ### ### 0 0 0 0 0 0 0 ### 166.64 1319.24 107.72
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 189.9 207.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -170.6 -141.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 163.38 160.12 1386.65 1452.25 104.39 100.92
0 0 0 0 0 0 0 0 0 0 422.46 223.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -113.4 ### ### 0 0 0 0 0 0 0 ### 156.86 1516.21 97.32
0 0 0 0 0 0 0 0 0 0 422.46 238.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -87.5 ### ### 0 0 0 0 0 0 0 ### 153.6 1578.7 93.56
62.49 -3.76
61.15 -3.92
8T16
0 0
0 0
0 0
0 74.32
10.57 7.18
73.15 7.18
66.93 6.25
62.35 5.5
58.87 4.87
79.29 4.32
84.18 3.82
80.81 ###
88.11 ###
95.42 ###
78.55 3.38
72.22 2.78
61.16 1.62
58.95 1.35
57.07 1.09
55.48 0.82
77.07 -3.01
74.21 -3.06
71.68 -3.13
69.43 -3.22
67.41 -3.33
65.6 -3.46
63.96 -3.6
Bar diameter
d' = n max =
Labels
0 0
90.24 ###
for chart
12
n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
Date
Bar diameter
d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
Made by RMW
Bar diameter
d' = n max = n Fc 2 3 4 5 6 7 8 9 c strain 2 3 4 5 6 7 8 9 t strain fsc 2 3 4 5 6 7 8 9 fst Fsc 2 3 4 5 6 7 8 9 Fst z
© 1999 BCA for RCC
42 d= 689.6 Interval = n/d = 0.0300 7.74 15.05 Neutral axis Conc comp force ### 84681.7 150.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' 0.00 inter d' -0.01 Steel comp strain -0.02 -0.06 -0.03 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain 0 0 inter strain -0.06 Steel tens strain -0.11 ### Steel comp stress ### -438.1 -438.1 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress 0.0 0.0 inter stress -438.1 -438.1 Steel tens stress ### Steel comp force ### ### ### inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs 0 0 inter Fs ### Steel tens force ### Conc lever arm 254.52 251.23 0 0 Fc + Fsc - Fst 0 0 MOR
258 mm Asc 7.307 40 intervals 22.35 ###
29.66 ###
36.97 ###
0 -0.02 0 0 0 0 0 0 0 -0.04 -630.89 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 247.94 0 0
0 -0.01 0 0 0 0 0 0 0 -0.03 -306.88 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 244.65 0 0
0 -0.01 0 0 0 0 0 0 0 -0.02 -110.96 -438.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 ### ### 0 0 0 0 0 0 0 ### 241.37 0 41.37
905
44.27 ###
mm²
51.58 ###
spacing =
58.89 ###
108
66.19 ###
mm
73.50 ###
102.72 110.03 117.34 124.64 131.95 139.26 146.56 153.87 161.18 168.48 175.79 183.10 190.40 197.71 205.02 212.32 219.63 226.94 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -0.02 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 0 0 0 0 0 0 0 0 0 0 0 0 20.30 114.37 185.09 240.20 284.36 320.53 350.70 376.25 398.16 417.17 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 422.46 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -400.4 -322.2 -254.3 -194.9 -142.4 -95.8 -54.0 -16.4 17.6 48.5 76.8 102.7 126.5 148.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -438.1 -420.5 -371.9 -327.4 -286.4 -248.5 6886.8 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 3982.33 ### ### ### ### 33598.2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 238.08 234.79 231.5 228.21 224.93 221.64 218.35 215.06 211.77 208.49 205.2 201.91 198.62 195.33 192.05 188.76 185.47 182.18 178.89 175.61 172.32 8.32 81.35 146.47 206.29 262.39 315.79 367.14 425.46 491.72 554.64 611 663.98 715.65 766.22 815.84 864.66 918.74 982.74 1044.84 1105.26 1164.2 49.21 57.05 63.77 69.64 74.84 79.48 83.63 87.33 90.64 93.57 95.72 97.41 98.83 99.98 100.86 101.47 101.16 99.45 97.62 95.64 93.51
0 0 0 0 0 0 0 0 0 0 422.46 168.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -213.5 ### 38208 0 0 0 0 0 0 0 ### 169.03 1221.83 91.21
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 187.8 205.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -180.9 -150.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 165.74 162.46 1278.27 1333.67 88.74 86.07
0 0 0 0 0 0 0 0 0 0 422.46 221.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -122.3 ### ### 0 0 0 0 0 0 0 ### 159.17 1388.11 83.21
0 0 0 0 0 0 0 0 0 0 422.46 237.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -95.8 ### ### 0 0 0 0 0 0 0 ### 155.88 1441.7 80.14
53.59 -3.07 0
52.81 -3.28 0
for chart
N diff M diff N Bal
0 0 0
0 0 0
0 0 0
0 41.37 0
8.32 7.84 0
73.04 7.84 0
0 0
0 123.88
0 0
0 220.29
0 0
0 68.41
0 1
3000 2
0 3
1200 4
0 5
2500 6
CHART MARKERS
labels
65.12 6.72 0
59.82 5.87 0
56.1 5.2 0
53.39 4.64 0
51.36 4.15 0
58.31 3.71 0
66.26 3.3 0
62.92 2.93 0
56.36 2.15 0
52.99 1.69 0
51.67 1.42 0
50.56 1.15 0
49.62 0.88 0
48.82 0.61 0
54.08 -0.31 0
64 -1.71 0
62.1 -1.84 0
60.42 -1.98 0
58.94 -2.13 0
57.62 -2.3 0
56.45 -2.48 0
55.39 -2.67 0
54.44 -2.86 0
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - Y axis III
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
Made by RMW Date
© 1999 BCA for RCC
Job No R68 11-May-09
Interval = -15.000 20 intervals Solve for Nuz 232.50 240.00 247.50 255.00 262.50 270.00 277.50 285.00 292.50 300.00 285.00 270.00 255.00 240.00 225.00 210.00 195.00 180.00 165.00 150.00 135.00 120.00 105.00 90.00 75.00 60.00 45.00 30.00 15.00 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 928620 844200 759780 675360 590940 506520 422100 337680 253260 168840 84420
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -104.63 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -108 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -111.38 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -114.75 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -118.13 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -121.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -124.88 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -128.25 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -131.63 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -135 #DIV/0! #DIV/0!
0 0 0 0 0 0 0 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -128.25 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -121.5 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -114.75 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -108 #DIV/0! #DIV/0!
0 0 0 0 0 0 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -101.25 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -94.5 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -87.75 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -81 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 422.46 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -74.25 #DIV/0! #DIV/0!
0 0 0 0 0 0.01 0.01 0.01 0.01 0 404.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -67.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 373.26 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -60.75 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 334.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -54 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 284.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -47.25 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 217.70 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -40.5 #DIV/0! #DIV/0!
0 0 0 0 0.01 0.01 0.01 0.01 0.01 0 124.37 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -33.75 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.01 0.01 0 -15.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -27 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.01 0.02 0.02 0 -248.97 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -20.25 #DIV/0! #DIV/0!
0 0 0 0.01 0.01 0.01 0.02 0.02 0.02 0 -715.63 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -13.5 #DIV/0! #DIV/0!
-0.01 0 0 0.01 0.02 0.02 0.03 0.04 0.05 0 ### 0.0 0.0 422.5 422.5 422.5 422.5 422.5 422.5 #DIV/0! 0 0 0 0 0 0 0 0 0 #DIV/0! -6.75 #DIV/0! #DIV/0!
Nuz 0.00 0
#DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0.0 0.0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 0 #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! 0 #DIV/0! 0
#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0! max
Interval = 17.875 20 intervals Solve for Nuz Nuz 239.70 246.40 253.10 259.80 266.50 273.20 279.90 286.60 293.30 300.00 317.87 335.75 353.62 371.50 389.37 407.25 425.12 443.00 460.87 478.75 496.62 514.49 532.37 550.24 568.12 585.99 603.87 621.74 639.62 657.49 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 261.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -18.4 ### ### 0 0 0 0 0 0 0 ### 138.14 2745.21 158.96
0 0 0 0 0 0 0 0 0 0 422.46 273.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -14.5 ### ### 0 0 0 0 0 0 0 ### 135.12 2811.5 155.46 8T32 66.29 100.5 -3.5 -7.11
0 0 0 0 0 0 0 0 0 0 422.46 285.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 ### ### 0 0 0 0 0 0 0 9635.93 132.11 2912 148.36
0 0 0 0 0 0 0 0 0 0 422.46 295.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 21.5 ### ### 0 0 0 0 0 0 0 ### 129.09 3009.26 141.25
97.26 -7.11
94.26 -7.13
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 306.0 315.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 38.2 54.1 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 92183.1 ### 126.08 123.06 3103.52 3195.01 134.11 126.94 91.49 -7.17
88.92 -7.22
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 324.9 333.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 69.1 83.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 120.05 117.03 3283.93 3370.45 119.72 112.43 86.52 -7.29
84.29 -7.36
0 0 0 0 0 0 0 0 0 0 422.46 342.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 97.3 ### ### 0 0 0 0 0 0 0 ### 114.02 3454.74 105.06
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 350.0 369.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 110.4 142.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 111 102.96 3536.95 3747.08 97.61 77.26
82.21 -7.45
210.13 184.87 -20.36 -19.13
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 387.3 403.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 171.5 197.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 3931.95 4019.93 58.13 52.13 87.98 -6
79.51 -5.43
0 0 0 0 0 0 0 0 0 0 422.46 417.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 220.8 ### ### 0 0 0 0 0 0 0 ### 96 4099.44 46.7 59.55 -4.93
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 242.1 261.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 4158.99 4205.82 41.77 37.28 46.83 -4.5
42.9 -4.12
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 279.3 295.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 4248.71 4288.15 33.16 29.37 39.43 -3.79
36.37 -3.49
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310.7 324.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 4324.52 4358.18 25.88 22.65 33.66 -3.23
31.24 -3
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 337.6 ### ### 0 0 0 0 0 0 0 ### 96 4389.42 19.65
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 349.7 ### ### 0 0 0 0 0 0 0 ### 96 4418.48 16.86
29.07 -2.79
27.11 -2.6
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 360.9 371.4 381.3 390.5 399.2 407.4 ### ### ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### ### 96 96 96 96 96 96 4445.6 4470.95 4494.7 4517.01 4538 4557.78 14.26 11.82 9.54 7.4 5.39 3.49 25.35 -2.43
23.76 -2.28
22.31 -2.14
20.99 -2.01
19.78 -1.9
18.67 -1.79
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 415.1 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 96 96 4576.45 4594.11 1.7 0 17.66 -1.7
210.13 max
Interval = 18.342 20 intervals Solve for Nuz Nuz 239.24 245.99 252.74 259.49 266.24 272.99 279.75 286.50 293.25 300.00 318.34 336.68 355.03 373.37 391.71 410.05 428.40 446.74 465.08 483.42 501.77 520.11 538.45 556.79 575.13 593.48 611.82 630.16 648.50 666.85 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 261.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -30.0 ### ### 0 0 0 0 0 0 0 ### 141.84 2180.66 123.31 79.33 -5.53
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 273.1 284.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -10.0 -6.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 138.81 135.77 2259.99 2314.09 117.78 114.46 54.1 -3.32
75.09 -5.69
0 0 0 0 0 0 0 0 0 0 422.46 295.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 11.3 ### ### 0 0 0 0 0 0 0 ### 132.73 2389.18 108.77 73.21 -5.79
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 305.6 315.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 28.4 44.6 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### 65692.2 129.69 126.65 2462.39 2533.85 102.98 97.08 71.46 -5.9
69.85 -6.01
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.46 324.7 333.5 341.9 350.0 370.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 60.0 74.8 88.8 102.2 135.7 ### ### ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### ### 123.61 120.58 117.54 114.5 106.25 2603.7 2672.04 2738.99 2804.64 2977.07 91.07 84.93 78.66 72.25 54.1 68.35 -6.14
66.95 -6.27
65.65 -6.41
172.43 146.03 -18.15 -16.47
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 388.1 404.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 165.6 192.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 99.5 99.5 3123.09 3178.38 37.63 33.71 55.28 -3.93
49.85 -3.54
0 0 0 0 0 0 0 0 0 0 422.46 418.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 216.6 ### ### 0 0 0 0 0 0 0 ### 99.5 3228.23 30.16 35.87 -3.21
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 238.5 258.4 276.7 293.4 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### 99.5 99.5 99.5 99.5 3264.1 3293.47 3320.33 3344.98 26.95 24.03 21.36 18.91 29.37 -2.92
26.86 -2.67
24.65 -2.45
22.71 -2.26
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 308.8 323.1 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 99.5 99.5 3367.68 3388.66 16.65 14.56 20.98 -2.09
19.45 -1.94
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 336.3 ### ### 0 0 0 0 0 0 0 ### 99.5 3408.11 12.63 18.08 -1.8
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 348.6 360.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 99.5 99.5 3426.19 3443.04 10.83 9.15 16.85 -1.68
15.74 -1.57
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 370.7 ### ### 0 0 0 0 0 0 0 ### 99.5 3458.77 7.59 14.73 -1.47
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 380.7 390.1 398.9 407.2 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### 99.5 99.5 99.5 99.5 3473.5 3487.32 3500.32 3512.55 6.12 4.74 3.45 2.23 13.82 -1.38
12.99 -1.29
12.24 -1.22
11.54 -1.15
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 415.1 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 99.5 99.5 3524.1 3535 1.09 0 10.91 -1.09
172.43 max
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
CALCULATIONS - Y axis IV
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
© 1999 BCA for RCC
Made by RMW Date
Job No R68 11-May-09
20 Bar diameter continued
Interval = 18.944 20 intervals Solve for Nuz Nuz 237.07 244.06 251.06 258.05 265.04 272.03 279.02 286.02 293.01 300.00 318.94 337.89 356.83 375.77 394.72 413.66 432.61 451.55 470.49 489.44 508.38 527.32 546.27 565.21 584.15 603.10 622.04 640.99 659.93 678.87 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 257.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -50.0 ### ### 0 0 0 0 0 0 0 ### 147.32 1846.83 104.1
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 269.8 281.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -28.5 -8.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 144.17 141.02 1914.41 1980.41 99.38 94.53 8T20 67.57 66 49.82 -4.72 -4.85 -3.46
0 0 0 0 0 0 0 0 0 0 422.46 293.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -4.7 ### ### 0 0 0 0 0 0 0 ### 137.88 2030.23 91.07 63.23 -5.14
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 303.8 314.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 13.5 30.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### 28997.3 134.73 131.59 2093.46 2155.46 85.92 80.63 62 -5.3
60.86 -5.46
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 323.7 332.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 47.1 62.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 128.44 125.29 2216.32 2276.13 75.17 69.54 59.81 -5.63
58.84 -5.8
0 0 0 0 0 0 0 0 0 0 422.46 341.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 77.6 ### ### 0 0 0 0 0 0 0 ### 122.15 2334.97 63.73 57.93 -5.98
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 350.0 370.8 389.2 405.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 91.7 126.9 158.2 186.1 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### 119 110.48 104 104 2392.9 2545.75 2667.79 2704.48 57.75 40.59 25.91 23.17 152.85 122.04 -17.15 -14.69
36.69 -2.74
32.99 -2.46
0 0 0 0 0 0 0 0 0 0 422.46 420.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 211.2 ### ### 0 0 0 0 0 0 0 ### 104 2737.48 20.71 22.59 -2.23
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 233.9 254.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 104 104 2760.06 2779.51 18.48 16.46 19.44 -2.02
17.74 -1.84
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 273.4 ### ### 0 0 0 0 0 0 0 ### 104 2797.25 14.61 16.25 -1.69
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 290.6 306.5 321.1 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 104 104 104 2813.5 2828.44 2842.22 12.92 11.37 9.94 14.94 -1.55
13.79 -1.43
12.76 -1.33
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 334.6 ### ### 0 0 0 0 0 0 0 ### 104 2854.98 8.61 11.84 -1.23
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 347.2 358.9 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 104 104 2866.82 2877.84 7.38 6.23 11.02 -1.15
10.28 -1.07
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 369.8 380.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### 358137 104 104 2888.12 2897.74 5.16 4.16 9.61 -1
9.01 -0.94
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 389.6 ### ### 0 0 0 0 0 0 0 ### 104 2906.75 3.23 8.46 -0.88
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 398.5 407.0 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 104 104 2915.21 2923.17 2.35 1.52 7.96 -0.83
7.5 -0.78
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 414.9 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 104 104 2930.68 2937.76 0.74 0 7.09 -0.74
152.85 max
Interval = 19.211 20 intervals Solve for Nuz Nuz 234.80 242.05 249.29 256.54 263.78 271.02 278.27 285.51 292.76 300.00 319.21 338.42 357.63 376.84 396.05 415.27 434.48 453.69 472.90 492.11 511.32 530.53 549.74 568.95 588.16 607.37 626.59 645.80 665.01 684.22 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 252.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -63.2 ### ### 0 0 0 0 0 0 0 ### 150.34 1639.85 89.64 59.93 -4.09
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 266.2 278.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -40.3 -18.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 147.08 143.82 1699.78 1758.59 85.55 81.28 58.81 -4.27
48.37 -3.46
0 0 0 0 0 0 0 0 0 0 422.46 290.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -14.2 ### ### 0 0 0 0 0 0 0 ### 140.56 1806.96 77.81 56.86 -4.66
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 301.9 312.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.0 23.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3023.57 ### 137.3 134.04 1863.82 1919.82 73.16 68.3 56 -4.86
55.21 -5.06
0 0 0 0 0 0 0 0 0 0 422.46 322.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 40.4 ### ### 0 0 0 0 0 0 0 ### 130.78 1975.03 63.24 54.47 -5.27
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 332.2 341.3 350.0 371.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 56.7 72.3 87.0 123.0 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 74181.2 127.52 124.26 121 112.36 2029.5 2083.3 2136.46 2274.74 57.96 52.48 46.77 30.57 53.8 -5.49
53.17 -5.7
138.27 106.21 -16.21 -13.45
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 389.7 406.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 154.8 183.3 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2380.95 2404.81 17.11 15.29 23.86 -1.82
21.43 -1.63
0 0 0 0 0 0 0 0 0 0 422.46 421.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 208.8 ### ### 0 0 0 0 0 0 0 ### 106 2426.23 13.66 14.35 -1.47
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 231.9 252.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2440.59 2453.21 12.18 10.85 12.63 -1.34
11.51 -1.22
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 271.9 289.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2464.72 2475.26 9.63 8.51 10.53 -1.12
9.68 -1.03
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 305.4 320.2 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2484.93 2493.86 7.48 6.54 8.92 -0.95
8.25 -0.87
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 333.9 ### ### 0 0 0 0 0 0 0 ### 106 2502.11 5.66 7.65 -0.81
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 346.6 358.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2509.76 2516.88 4.85 4.1 7.12 -0.75
6.64 -0.7
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 369.4 379.7 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2523.52 2529.73 3.39 2.73 6.21 -0.66
5.81 -0.62
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 389.3 398.4 406.9 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 106 106 106 2535.54 2541 2546.13 2.12 1.54 1 5.46 -0.58
5.13 -0.54
4.84 -0.51
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 414.9 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 106 106 2550.96 2555.53 0.48 0 4.56 -0.48
138.27 max
Interval = 19.478 20 intervals Solve for Nuz Nuz 234.24 241.55 248.85 256.16 263.47 270.77 278.08 285.39 292.69 300.00 319.48 338.96 358.43 377.91 397.39 416.87 436.35 455.83 475.30 494.78 514.26 533.74 553.22 572.69 592.17 611.65 631.13 650.61 670.09 689.56 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###
0 0 0 0 0 0 0 0 0 0 422.46 251.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -71.0 ### 56943.3 0 0 0 0 0 0 0 ### 152.59 1494.5 76.87 52.1 -3.49 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 265.3 278.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -47.7 -25.7 ### ### 60010.3 ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 149.3 146.02 1546.6 1598.06 73.38 69.67 8T12 51.46 50.87 -3.71 -3.94 0 0
0 0 0 0 0 0 0 0 0 0 422.46 290.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -5.0 ### ### 0 0 0 0 0 0 0 ### 142.73 1648.93 65.73 45.02 -3.59 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 301.5 312.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -1.1 17.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 -375.55 5900.21 139.44 136.15 1693.95 1743.78 62.14 57.74 49.83 -4.4 0
49.37 -4.63 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 322.4 332.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 34.9 51.5 ### ### ### 75114.4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 132.86 129.58 1793.15 1842.1 53.11 48.25 48.95 -4.87 0
48.56 -5.11 0
0 0 0 0 0 0 0 0 0 0 422.46 341.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 67.3 ### ### 0 0 0 0 0 0 0 ### 126.29 1890.66 43.14 48.2 -5.35 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 350.0 371.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 82.4 119.1 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 123 114.23 1938.85 2065.76 37.79 22.33 126.9 93.27 -15.46 -12.4 1890.66 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 390.2 407.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 151.6 180.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2159.03 2172.66 9.93 8.87 13.63 -1.06 0
12.23 -0.95 0
0 0 0 0 0 0 0 0 0 0 422.46 422.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 206.5 ### ### 0 0 0 0 0 0 0 ### 108 2184.88 7.91 8.02 -0.86 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.46 422.5 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 229.9 251.1 270.5 288.2 ### ### ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### ### 108 108 108 108 2192.9 2200.11 2206.67 2212.67 7.06 6.28 5.57 4.92 7.2 -0.78 0
6.56 -0.71 0
6 -0.65 0
5.51 -0.59 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 304.4 319.4 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2218.18 2223.25 4.33 3.78 5.08 -0.55 0
4.69 -0.51 0
0 0 0 0 0 0 0 0 0 0 422.46 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 333.2 ### ### 0 0 0 0 0 0 0 ### 108 2227.94 3.27 4.35 -0.47 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 346.0 357.9 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2232.29 2236.33 2.8 2.37 4.04 -0.44 0
3.77 -0.41 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.46 422.5 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 369.0 379.4 389.1 ### ### ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### ### 108 108 108 2240.1 2243.62 2246.92 1.96 1.58 1.22 3.52 -0.38 0
3.3 -0.36 0
3.09 -0.33 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 398.2 406.8 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2250.01 2252.91 0.89 0.57 2.91 -0.31 0
2.74 -0.3 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 422.46 422.46 422.5 422.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 414.8 422.5 ### ### ### ### 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ### ### 108 108 2255.65 2258.23 0.28 0 2.58 -0.28 0
126.9 max 1890.66 max
Project Location
Spreadsheets to BS 8110 Ground floor columns at B1, B2 etc
LOADCASES Made by RMW Job No R68 Date 11-May-09
SYMMETRICALLY REINFORCED RECTANGULAR COLUMN DESIGN, BENT ABOUT TWO AXES TO BS 8110:1997 Originated from RCC53.xls' on CD
© 1999 BCA for RCC
Nuz= 0.45 fcuAc + 0.95fyAsc Nbal = 0.25fcubd ßx =(le/b')^0.5/2000
LOADCASE B1
1
0 32 25 20 16 12
B2
0 32 25 20 16 12
Nuz 0 ### 3535 ### ### ###
N = 1000 Mres Status 0 Fails 390.77 ok 277.68 ok 214.57 ok 171.3 Fails 137.3 Fails
Nuz 0 ### 3535 ### ### ###
N = 1200 Mres Status 0 Fails 248.92 ok 179.07 Fails 140.13 Fails 113.12 Fails 92.08 Fails
Nuz 0 ### 3535 ### ### ###
N = 500 Mres Status 0 Fails 392.05 ok 276.36 Fails 209.71 Fails 163.6 Fails 126.13 Fails
Nuz 0 ### 3535 ### ### ###
N = 2500 Mres Status 0 Fails 174.91 ok 99.88 ok 45.73 Fails 5.89 Fails 0 Fails
5
0 32 25 20 16 12
Loadcase 6
N = 3000 Mres Status 0 Fails 141.92 ok 51.51 Fails 0 Fails 0 Fails 0 Fails
4
0 32 25 20 16 12
Loadcase 5
Nuz 0 ### 3535 ### ### ###
3
0 32 25 20 16 12
Loadcase 4
N = 3500 Mres Status 0 Fails 149.47 ok 5.23 Fails 0 Fails 0 Fails 0 Fails
2
0 32 25 20 16 12
Loadcase 3
Nuz 0 ### 3535 ### ### ###
6
0 32 0 0 0 0 32
0 32 0 0 0 0 32
0 0 0 20 0 0 20
0 32 0 0 0 0 32
0 32 0 0 0 0 32
0 0 25 0 0 0 25
0.01 ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.297 24.2 32.3 0.013 1.1 1.5 0.000 0.0 0.0 0.000 0.0 0.0 0.000 0.0 0.0 0.297 24.2 32.3
ßy = 0.104 Mx My 0.0 0.0 114.2 57.3 91.1 52.5 90.0 52.5 90.0 52.5 90.0 52.5 114.2 57.3
N/bhfcu 0.83 h' b' 0 0 346 246 349.5 249.5 354 254 356 256 358 258
ß = 0.3 AXIS M' 0 0.0 X 138.4 X 113.2 X 112.0 X 111.9 X 111.9 X 138.4
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 154.8 3461.0 -32.2 235.3 149.5 5.4 3498.8 -1.9 12.8 5.2 0.0 2937.8 166.6 0.0 0.0 2555.5 149.7 0.0 0.0 2258.2 136.5 0.0
N bal 0 861 873.25 889 896 903
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.432 30.3 40.4 0.204 14.3 19.1 0.000 0.0 0.0 0.000 0.0 0.0 0.000 0.0 0.0 0.432 30.3 40.4
ßy = 0.104 N/bhfcu 0.71 Mx My h' b' 0.0 0.0 0 0 110.3 100.4 346 246 94.3 79.1 349.5 249.5 80.0 60.0 354 254 80.0 60.0 356 256 80.0 60.0 358 258 110.3 100.4
ß = 0.3 AXIS M' 0 0.0 Y 123.9 Y 99.3 Y 77.2 Y 77.3 Y 77.3 Y 123.9
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 148.4 2912.0 -7.1 97.3 141.9 54.1 2977.1 -16.5 146.0 51.5 0.0 2937.8 152.9 0.0 0.0 2555.5 138.3 0.0 0.0 2258.2 126.9 0.0
N bal 0 908.25 917.44 929.25 934.5 939.75
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.975 22.7 30.3 0.968 22.6 30.1 0.965 22.5 30.0 0.960 22.4 29.8 0.954 22.3 29.7 0.965 22.5 30.0
ßy = 0.104 Mx My 0.0 0.0 122.7 65.3 122.6 65.1 122.5 65.0 122.4 64.8 122.3 64.7 122.5 65.0
N/bhfcu 0.24 h' b' 0 0 346 246 349.5 249.5 354 254 356 256 358 258
ß = 0.72 AXIS M' 0 0.0 X 189.1 X 188.5 X 187.9 X 187.5 X 187.1 X 187.9
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 395.3 946.0 -15.8 188.6 390.8 283.1 910.9 -6.6 109.6 277.7 218.6 918.3 -4.1 83.8 214.6 174.7 927.3 -3.5 74.3 171.3 138.7 969.2 -2.8 62.6 137.3
N bal 0 861 873.25 889 896 903
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.921 25.8 34.4 0.892 25.0 33.3 0.865 24.2 32.3 0.836 23.4 31.2 0.803 22.5 30.0 0.921 25.8 34.4
ßy = 0.104 N/bhfcu 0.29 Mx My h' b' 0.0 0.0 0 0 75.8 184.4 346 246 75.0 183.3 349.5 249.5 74.2 182.3 354 254 73.4 181.2 356 256 72.5 180.0 358 258 75.8 184.4
ß = 0.67 AXIS M' 0 0.0 Y 220.3 Y 219.0 Y 217.8 Y 216.4 Y 214.8 Y 220.3
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 256.3 1062.1 -10.0 185.8 248.9 184.8 1084.7 -6.2 123.9 179.1 143.1 1136.7 -4.3 91.1 140.1 114.1 1178.1 -3.1 71.7 113.1 93.5 1164.2 -2.3 57.6 92.1
N bal 0 908.25 917.44 929.25 934.5 939.75
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 1.000 11.7 15.6 1.000 11.7 15.6 1.000 11.7 15.6 1.000 11.7 15.6 1.000 11.7 15.6 1.000 11.7 15.6
ßy = 0.104 N/bhfcu 0.12 Mx My h' b' 0.0 0.0 0 0 231.7 105.6 346 246 231.7 105.6 349.5 249.5 231.7 105.6 354 254 231.7 105.6 356 256 231.7 105.6 358 258 231.7 105.6
ß = 0.86 AXIS M' 0 0.0 X 359.5 X 359.0 X 358.3 X 358.1 X 357.8 X 359.5
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 391.6 472.0 1.6 103.8 392.0 275.5 464.2 2.0 84.2 276.4 208.6 464.6 2.4 73.8 209.7 161.8 458.1 2.8 66.8 163.6 122.9 442.9 3.3 58.7 126.1
N bal 0 861 873.25 889 896 903
ßx = 0.058 K Madd X Madd Y 0.000 0.0 0.0 0.568 33.1 44.2 0.395 23.1 30.7 0.218 12.7 16.9 0.034 2.0 2.7 0.000 0.0 0.0 0.395 23.1 30.7
ß = 0.31 AXIS M' 0 0.0 Y 84.0 Y 68.4 Y 52.4 Y 45.6 Y 45.2 Y 68.4
lu M' lu N lu Mdif lu Ndif Mres 0.0 #DIV/0! #DIV/0! #DIV/0! 180.6 2408.9 -7.3 116.5 174.9 103.0 2462.4 -5.9 71.5 99.9 57.7 2392.9 -17.2 152.9 45.7 6.5 2493.9 -0.9 8.3 5.9 0.0 2258.2 126.9 0.0
N bal 0 908.25 917.44 929.25 934.5 939.75
Nuz ### ### 3535 ### ### ###
ßy = 0.104 Mx My 0.0 0.0 68.1 69.2 58.1 55.7 47.7 41.9 37.0 37.5 35.0 37.5 58.1 55.7
N/bhfcu 0.6 h' b' 0 0 346 246 349.5 249.5 354 254 356 256 358 258
Disclaimer All advice or information from the British Cement Association and/or Reinforced Concrete Council is intended for those who will evaluate the significance and limitations of its contents and take responsibility for its use and application. No liability (including that for negligence) for any loss resulting from such advice or information is accepted by the BCA, RCC or their subcontractors, suppliers or advisors. Users should note that all BCA software and publications are subject to revision from time to time and should therefore ensure that they are in possession of the latest version. This spreadsheet should be used in compliance with the accompanying publication 'Spreadsheets for concrete design to BS 8110' available from British Cement Association, Telford Avenue, Crowthorne, Berkshire RG45 6YS.
Status of spreadsheet Public release version. Revision history RCC53 Column Design
Date
Version
03-Aug-99RCC53 v1.0
Action
Size (kB)
First public release. Includes β version comments
1575
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