Gb Compu.docx

BEAM DESIGN CALCULATION

*

Sr.No. Symbol

Definitions

1

α

=

Angle formed with horizontal by diagonal reinforcement

2

Ach

=

Cross sectional area of structural member measures to the outside edge of transverse reinforcement in sqmm

3

Ag

=

Cross sectional area of concrete in sqmm

4

Ash

=

Total cross sectional area transverse reinforcement (including cross ties) within spacing S in sqmm

5

Avd

=

Area of diagonal reinforcement in coupler beam in sqmm

6

As

=

Area of Tension reinforcement required in sqmm

7

As,min

=

Minimum area of flexural reinforcement in sqmm

8

As,nominal

=

Nominal area of reinforcement in sqmm

9

Al

=

Area of longitudinal reinforcement required to resist torsion in sqmm

10

Al,face

=

Area of longitudinal reinforcement required on each face to resist torsion in sqmm

11

At

=

Area of one leg of a closed stirrup resisting torsion within spacing 's' in sqmm

12

AstPrv

=

Area of longitudinal reinforcement provided at given section in sqmm

13

Av

=

Area of shear reinforcement required per meter length in sqmm

14

Av,min

=

Minimum area of shear reinforcement as per clause 11.4.6.1 in sqmm

15

Al,min

=

Minimum area of longitudinal torsional reinforcement as per clause 11.5.5.3 in sqmm

16

Av Total Reqd

=

Total area of shear reinforcement required, including that for torsion in sqmm

17

Av Total Prv

=

Total area of shear reinforcement provided, including that for torsion in sqmm

18

Ao

=

Gross area enclosed by shear flow path in sqmm

19

Aoh

=

Area enclosed by centerline of the outermost closed transverse torsional reinforcement sqmm, as per clause 11.5.3.1

20

Ast

=

Total area of longitudinal reinforcement calculated at a given section in sqmm

21

Asr

=

Area of Skin reinforcement calculated for given section in Sqmm

22

Asc

=

Area of Compression reinforcement required for doubly reinforced section or if torsion exists in sqmm

23 24

b bw

= =

Width of the Beam in mm Width of Web in mm

25

b'

=

C/C distance between longitudinal reinforcement along B in mm

26

bc

=

Oustside dimension of transverse reinforcement in mm

27

Cc

=

Effective Cover to tension reinforcement in mm

28

Cmin

=

Clear cover in mm

29

c'

=

Effective cover to reinforcement at compression face in mm

30

d

=

Effective depth of Beam in mm

31

d'

=

C/C distance between longitudinal reinforcement along D in mm

32

D

=

Depth of Beam in mm

33

Ec

=

Modulus of elasticity of concrete in N/sqmm

34

Es

=

Modulus of elasticity of steel in N/sqmm

35

fs

=

Calculated tensile stress in reinforcement at service loads, N/sqmm

36

Hf

=

Thickness of Flange in mm

37

hx

=

Maximum C/C horizontal spacing of hoops legs on all faces in mm

38

l

=

Effective Length of Beam in mm

39

Legs

=

Number of legs of the shear reinforcement

40

Mpr1

=

Hogging moments of resistance of member at the joint faces in kNm

41

Mpr2

=

Sagging moments of resistance of member at the joint faces in kNm

42

Mu

=

Factored Bending Moment at a section in kNm

43

Mubal

=

Nominal flexural strength of Singly Reinforced Section At Balance Neutral Axis in kNm

44

Ptmin

=

Minimum percentage steel as per clause 10.5

45

PtPrv

=

Provided percentage steel

46

Stirrup

=

Bar mark representing shear stirrup

47

S

=

spacing of confining links in mm

48

SCalc

=

Stirrup spacing calculated as per Asv in mm

49

Sprv

=

Stirrup spacing provided in mm

50

Tcr

=

Cracking torque under pure Torsion in kNm

51

Tu

=

Factored Torsional Moment at a section in kNm

52

Ve

=

Earthquake induced shear in kN

53

φVc

=

Nominal shear strength provided by concrete in kN

54

Vu

=

Factored Shear Force at a section in kN

55

Vu-A1(sway Left)

=

VD+L

- (Mpr1 left

56

Vu-A2(sway Left)

=

+ (Mpr2

VD+L left

57

Vu-B1(sway Right) =

V

58

Vu-B2(sway Right) =

V

DL DL

+ Mpr2

/ L ) in kN right

left

+ Mpr1 left

/ L ) in kN right

Right - (Mpr1left + Mpr2right / L ) in kN Right + (Mpr2left + Mpr1right / L ) in kN

59

Vud

=

Design Shear Force in kN

60

Vs

=

Nominal shear strength provided by shear reinforcement in kN

61

Vu sway

=

Max (Vu-A1,Vu-A2) & (Vu-B1,Vu-B2) in kN

62

Φ

=

Strength reduction factor

All Forces are In kN, kNm, Stress in N/sqmm & Dimension are in mm.

Code References ACI 318M:2011 Sr.No. Item

Clause / Table

1.

Ptmax

: 10.3.5

2.

Ptmin

: 10.5.1

3.

Vc

: 11.2

4.

Asv

: 11.4.7.2

5.

Min Shear Reinf

: 11.4.6

6.

Max Stirrup Spacing

: 11.4.5.1

7.

Shear Reinf Torsion

: 11.5.3.5

8.

Side Face Reinforcement

: 10.6.7

9.

Tcr

: 11.5.1

ACI 318M:2011 Chapter 21 Sr.No. Item

Clause / Table

1.

Ptmin

: 21.5.2.1

2.

Asmin

: 21.5.2.1

3.

Sclc

: 21.5.3.1 & 21.5.3.2

Group

:G1

Beam No

:B1

Analysis Reference (Member)

1m :1

Beam Length

:2150

mm

Breadth (B)

:200

mm

Depth (D)

:300

mm

Effective Depth (d)

:250

mm

Design Code

:ACI 318M - 2011

Beam Type

:Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

:C21

N/sqmm

Grade Of Steel

:Fy230

N/sqmm

Clear Cover (Cmin)

:40

mm

Es

:2x10^5

N/sqmm

Mubal

:66.53

kNm

As,min (flex) (B)

:304.35

sqmm

As,nominal (Bn)

:65

sqmm

For Longitudinal Reinf Left

Beam Bottom Mid Right

Left

Beam Top Mid Right

Critical L/C - Analysis

23

17

25

17

17

19

Critical L/C - RCDC

19

13

21

13

13

15

5.609

3.261

5.82

7.164

3.117

6.529

109.95 -

63.54 -

114.05 -

141 -

60.71 -

128.29 -

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D) Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm)

142.93

82.6

148.26

183.3

78.93

166.78

AstPrv (sqmm) Reinforcement

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Mu (kNm) As (flex) (sqmm) (C) Asc (flex) (sqmm) (A)

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN)

Left

Mid

Right

9

9

9

0.452 2.38

0.452 0.97

0.452 1.87

-

0.17

-

30.38

30.38

30.38

-

-

-

Vs (kN) D+L V (kN)

1.52

1.52

Mh (kNm) Ms (kNm)

15.67 15.67

15.67 15.67

Sway-Right (kN)

13.05

16.09

Sway-Left (kN)

16.09

13.05

Vu-Sway (kN) Vud (kN)

16.09 16.09

16.09 16.09

Av (sqmm)

304.35

304.35

304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh

-

-

-

At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm)

10

10

10

304.35

304.35

304.35

304.348

304.348

304.348

100 100

125 125

100 100

1570.8

1256.64

1570.8

SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

72 62 150 100

mm mm mm mm

For Ductility (Special Frames) Left Section, Right Section

=

Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 = Spc5 = Provided Spacing =

Mid Section Provided Spacing

=

125

mm

Skin reinforcement Beam Width Beam Depth

= 200 = 300

Depth

= 300 <= 1000

Group

: G1

Beam No

: B2

Analysis Reference (Member)

mm mm

1m : 2

Beam Length

: 3149.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel Clear Cover (Cmin)

: Fy230 : 40

N/sqmm mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Left

Beam Top Mid

23 19

21 17

25 21

17 13

25 21

15 11

Mu (kNm)

3.122

2.222

3.2

5.693

1.905

5.607

As (flex) (sqmm) (C)

60.81

43.18

62.43

111.61

36.98

109.9

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm) Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D) Ast (sqmm)

113.1

65

113.1

145.1

65

142.87

Left Critical L/C - Analysis Critical L/C - RCDC

Beam Bottom Mid Right

Right

AstPrv (sqmm)

226.2

226.2

226.2

226.2

226.2

226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC

Left 9

Mid 9

PtPrv (%)

0.452

0.452

0.452

3.15

1.6

3.08

30.38

0.16 30.38

30.38

-

-

-

Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Right 9

Mh (kNm)

2.23 15.67

2.23 15.67

Ms (kNm)

15.67

15.67

7.72

12.17

Sway-Left (kN)

12.17

7.72

Vu-Sway (kN)

12.17

12.17

Vud (kN) Av (sqmm)

12.17 304.35

304.35

12.17 304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh

-

-

-

At (sqmm) Legs

2

2

2

Stirrup Rebar

10

10

10

-

-

-

304.35 304.348

304.35 304.348

304.35 304.348

SCalc (mm)

100

125

100

SPrv (mm)

100

125

100

1570.8

1256.64

1570.8

Sway-Right (kN)

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm)

Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G1

Beam No

: B3

Analysis Reference (Member)

1m : 3

Beam Length

: 2649.99

mm

Breadth (B) Depth (D)

: 200 : 300

mm mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

Sqmm

For Longitudinal Reinf Beam Bottom Critical L/C - Analysis Critical L/C - RCDC

Left 23

Beam Top

Mid 21

Right 25

Left 21

Mid 23

Right 15

21

17

19

11

19

17

Mu (kNm)

4.385

2.652

4.41

6.055

2.45

6.207

As (flex) (sqmm) (C) Asc (flex) (sqmm) (A) Tu (kNm)

85.69 -

51.6 -

86.19 -

118.83 -

47.63 -

121.86 -

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E) Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm)

111.4

67.07

113.1

154.48

65

158.42

AstPrv (sqmm)

226.2

226.2

226.2

226.2

226.2

226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Mid

Right

9

9

9

0.452

0.452

0.452

2.6

1.34

2.65

-

0.13

-

30.38

30.38

30.38

-

-

-

Mh (kNm)

1.87 15.67

1.87 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN)

9.95

13.7

Sway-Left (kN)

13.7

9.95

Vu-Sway (kN) Vud (kN) Av (sqmm)

13.7 13.7

13.7 13.7

304.35

304.35

304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar Asv Torsion (sqmm)

10 -

10 -

10 -

304.35

304.35

304.35

304.348

304.348

304.348

100

125

100

100 1570.8

125 1256.64

100 1570.8

Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2

=

125

mm Mm

Spc2

=

300

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G2

Beam No

: B4

Analysis Reference (Member)

1m : 4

Beam Length

: 2500

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Regular Beam

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm sqmm

As,nominal (Bn)

: 65

For Longitudinal Reinf Beam Bottom Left Mid Right

Left

Beam Top Mid

Critical L/C - Analysis

22

22

22

-

-

26

Critical L/C - RCDC

18

18

18

-

-

22

Mu (kNm) As (flex) (sqmm) (C)

1.16 22.48

1.546 30

1.16 22.48

-

-

-

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

65 226.2 2-#12

65 226.2 2-#12

65 226.2 2-#12

65 226.2 2-#12

65 226.2 2-#12

65 226.2 2-#12

Ast (sqmm) AstPrv (sqmm) Reinforcement

Right

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN)

Left

Mid

Right

9

9

9

0.452 2.47

0.452 0.82

0.452 2.47

-

1.37

-

30.38

27.93

30.38

-

-

-

Av (sqmm) Tu (kNm)

304.35 0

304.35 0

304.35 0

Ao= Φ*Aoh

-

-

-

At (sqmm) Legs

2

2

2

Stirrup Rebar

10

10

10

-

-

-

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

304.35

304.35

304.35

304.348 125

304.348 125

304.348 125

125

125

125

1256.64

1256.64

1256.64

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= 125 = 300

mm mm

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G3

Beam No

: B5

Analysis Reference (Member)

1m : 14

Beam Length

: 2999.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Regular Beam

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal As,min (flex) (B)

: 66.53 : 304.35

kNm sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Critical L/C - Analysis Critical L/C - RCDC

Left 22

Mid 22

Beam Top Right 22

Left -

Mid -

Right 26

18

18

18

-

-

22

Mu (kNm)

1.67

2.227

1.67

-

-

-

As (flex) (sqmm) (C) Asc (flex) (sqmm) (A)

32.41 -

43.27 -

32.41 -

-

-

-

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E) Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm) AstPrv (sqmm) Reinforcement

65

65

65

65

65

65

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC

Mid

Right

9

9

9

0.452

0.452

0.452

2.97 -

0.99 1.98

2.97 -

Vc (kN)

30.38

27.86

30.38

Vs (kN)

-

-

-

Av (sqmm) Tu (kNm) Ao= Φ*Aoh

304.35 0 -

304.35 0 -

304.35 0 -

At (sqmm)

-

-

-

PtPrv (%) Vu (kN) Mu-Sect (kNm)

Legs

2

2

2

Stirrup Rebar

10

10

10

-

-

-

304.35

304.35

304.35

304.348

304.348

304.348

125 125

125 125

125 125

1256.64

1256.64

1256.64

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm) Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= 125 = 300

mm mm

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

:

G4

Beam No

:

B6

Analysis Reference (Member)

1m : 5

Beam Length

: 2150

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Left Critical L/C - Analysis Critical L/C - RCDC Mu (kNm)

Beam Bottom Mid Right

23 19

17 13

25 21

Left

Beam Top Mid

Right

17 13

17 13

19 15

5.887

3.364

6.04

7.388

3.232

6.836

As (flex) (sqmm) (C)

115.47

65.55

118.61

145.48

62.96

134.43

Asc (flex) (sqmm) (A) Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm)

150.11

85.22

154.19

189.12

81.85

174.76

AstPrv (sqmm)

226.2

226.2

226.2

226.2

226.2

226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Mid

Right

9 0.452 2.34

9 0.452 0.92

9 0.452 1.92

-

0.18

-

30.38

30.38

30.38

-

-

-

Mh (kNm)

1.52 15.67

1.52 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN) Sway-Left (kN)

13.05 16.09

16.09 13.05

Vu-Sway (kN)

16.09

16.09

Vud (kN)

16.09

16.09

Av (sqmm)

304.35

304.35

304.35

Tu (kNm) Ao= Φ*Aoh

0 -

0 -

0 -

At (sqmm)

-

-

-

2 10

2 10

2 10

-

-

-

304.35

304.35

304.35

304.348

304.348

304.348

100

125

100

100 1570.8

125 1256.64

100 1570.8

Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm) Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G4

Beam No

: B7

Analysis Reference (Member)

1m : 6

Beam Length

: 3149.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Left Mid Right Critical L/C - Analysis Critical L/C - RCDC

23 19

21 17

Left

Beam Top Mid

25 21

17 13

23 19

15 11

Right

Mu (kNm)

3.305

2.298

3.36

5.837

1.993

5.799

As (flex) (sqmm) (C)

64.4

44.67

65.57

114.47

38.7

113.73

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm) Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D) Ast (sqmm)

113.1

65

113.1

148.82

65

147.85

AstPrv (sqmm)

226.2

226.2

226.2

226.2

226.2

226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered

For Transverse Reinf Critical L/C - RCDC

Left 9

Mid 9

Right 9

PtPrv (%)

0.452

0.452

0.452

Vu (kN)

3.14

1.58

3.1

Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

30.38 -

0.17 30.38 -

30.38 -

2.23

2.23

Mh (kNm)

15.67

15.67

Ms (kNm) Sway-Right (kN)

15.67 7.72

15.67 12.17

Sway-Left (kN)

12.17

7.72

Vu-Sway (kN) Vud (kN)

12.17 12.17

12.17 12.17

Av (sqmm) Tu (kNm)

304.35 0

304.35 0

304.35 0

Ao= Φ*Aoh

-

-

-

At (sqmm) Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm)

-

-

-

2 10

2 10

2 10

-

-

-

304.35

304.35

304.35

304.348

304.348

304.348

SCalc (mm)

100

125

100

SPrv (mm)

100

125

100

1570.8

1256.64

1570.8

Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G4

Beam No

: B8

Analysis Reference (Member)

1m : 7

Beam Length

: 2649.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

Sqmm

For Longitudinal Reinf Beam Bottom Critical L/C - Analysis Critical L/C - RCDC

Left 23

Mid 15

Beam Top Right 25

Left 21

Mid 23

Right 15

19

11

21

17

19

11

4.65 90.93 -

2.789 54.28 -

4.57 89.38 -

6.171 121.14 -

2.592 50.42 -

6.554 128.79 -

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D) Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

118.21 226.2 2-#12

70.56 226.2 2-#12

116.2 226.2 2-#12

157.49 226.2 2-#12

65.54 226.2 2-#12

167.42 226.2 2-#12

Mu (kNm) As (flex) (sqmm) (C) Asc (flex) (sqmm) (A)

Ast (sqmm) AstPrv (sqmm) Reinforcement Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC

Mid

Right

9

9

9

0.452 2.51

0.452 1.42

0.452 2.73

-

0.07

-

Vc (kN) Vs (kN) D+L V (kN) Mh (kNm) Ms (kNm)

30.38 -

30.38 -

30.38 -

1.87 15.67 15.67

1.87 15.67 15.67

Sway-Right (kN)

9.95

13.7

Sway-Left (kN) Vu-Sway (kN)

13.7 13.7

9.95 13.7

Vud (kN)

13.7

13.7

PtPrv (%) Vu (kN) Mu-Sect (kNm)

Av (sqmm)

304.35

304.35

304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh

-

-

-

At (sqmm) Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

-

-

-

2 10

2 10

2 10

-

-

-

304.35

304.35

304.35

304.348 100

304.348 125

304.348 100

100

125

100

1570.8

1256.64

1570.8

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G5

Beam No

: B9

Analysis Reference (Member)

1m : 8

Beam Length

: 2150

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck) Grade Of Steel

: C21 : Fy230

N/sqmm N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Left Critical L/C - Analysis

Beam Bottom Mid Right

Left

Beam Top Mid

Right

23

19

25

17

25

19

Critical L/C - RCDC Mu (kNm)

19 6.092

15 3.337

21 6.06

13 7.352

21 3.249

15 7.112

As (flex) (sqmm) (C)

119.56

65.03

118.9

144.78

63.29

139.95

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm) Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm) AstPrv (sqmm)

155.42 226.2

84.54 226.2

154.56 226.2

188.21 226.2

82.28 226.2

181.94 226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%)

Left

Mid

9 0.452

9 0.452

Right 9 0.452

Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

2.19

0.77

2.07

-

0.23

-

30.38 -

29.92 -

30.38 -

Mh (kNm)

1.52 15.67

1.52 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN)

13.05

16.09

Sway-Left (kN)

16.09

13.05

Vu-Sway (kN) Vud (kN)

16.09 16.09

16.09 16.09

Av (sqmm)

304.35

304.35

304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar

10

10

10

304.35

304.35

304.35

304.348

304.348

304.348

100

125

100

100 1570.8

125 1256.64

100 1570.8

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width

= 200

mm

Beam Depth Depth

= 300 mm = 300 <= 1000

Group

: G5

Beam No

: B10

Analysis Reference (Member)

1m : 9

Beam Length Breadth (B)

: 3149.99 : 200

mm mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Mid Right 19 25 15 21

Left 17 13

Beam Top Mid 23 19

Right 15 11

Critical L/C - Analysis Critical L/C - RCDC

Left 23 19

Mu (kNm)

3.419

2.328

3.41

5.821

2.032

5.911

As (flex) (sqmm) (C)

66.64

45.25

66.54

114.17

39.47

115.95

Asc (flex) (sqmm) (A) Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D) Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D) Ast (sqmm)

113.1

65

113.1

148.42

65

150.74

AstPrv (sqmm) Reinforcement

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC

Mid

9

Right

9

9

PtPrv (%)

0.452

0.452

0.452

Vu (kN)

3.1

1.58

3.14

-

0.19

-

30.38

30.38

30.38

-

-

-

Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN) Mh (kNm)

2.23 15.67

2.23 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN) Sway-Left (kN) Vu-Sway (kN)

7.72 12.17 12.17

12.17 7.72 12.17

Vud (kN)

12.17

12.17

Av (sqmm)

304.35

304.35

304.35

Tu (kNm) Ao= Φ*Aoh

0 -

0 -

0 -

At (sqmm)

-

-

-

2 10 -

2 10 -

2 10 -

304.35

304.35

304.35

304.348

304.348

304.348

100 100

125 125

100 100

1570.8

1256.64

1570.8

Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

For Ductility (Special Frames)

= =

125 300

mm mm

Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

Skin reinforcement Beam Width Beam Depth Depth Group

= 200 mm = 300 mm = 300 <= 1000 : G5 : B11

Beam No Analysis Reference (Member)

1m : 10

Beam Length

: 2649.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Left Mid Right

Left

Beam Top Mid

Critical L/C - Analysis

23

15

25

21

23

15

Critical L/C - RCDC

19

11

21

17

19

11

Mu (kNm) As (flex) (sqmm) (C)

4.715 92.2

2.805 54.59

4.68 91.54

6.276 123.23

2.647 51.48

6.64 130.5

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Right

Ast (sqmm) AstPrv (sqmm)

119.86 226.2

70.96 226.2

119 226.2

160.2 226.2

66.93 226.2

169.66 226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Left 9 0.452

Mid 9 0.452

Right 9 0.452

2.53

1.4

2.72

30.38

0.08 30.38

30.38

-

-

-

1.87 15.67 15.67

1.87 15.67 15.67

Sway-Right (kN) Sway-Left (kN)

9.95 13.7

13.7 9.95

Vu-Sway (kN)

13.7

13.7

13.7 304.35

304.35

13.7 304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh

-

-

-

At (sqmm)

-

-

-

2 10

2 10

2 10

-

-

-

304.35

304.35

304.35

304.348 100

304.348 125

304.348 100

100

125

100

1570.8

1256.64

1570.8

Mh (kNm) Ms (kNm)

Vud (kN) Av (sqmm)

Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

Mid Section Provided Spacing Skin reinforcement

=

125

mm

Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G6

Beam No

: B12

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing

Analysis Reference (Member)

1m : 11

Beam Length

: 2225

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Cantilever Beam

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

For Longitudinal Reinf Beam Bottom Critical L/C - Analysis Critical L/C - RCDC

Left 17 13

Beam Top

Mid 25 21

Right 25 21

Left 23 19

Mid 19 15

Right 19 15

Mu (kNm)

1.17

1.927

1.98

0.507

2.695

4.818

As (flex) (sqmm) (C)

22.68

37.41

38.46

9.8

52.43

94.25

Asc (flex) (sqmm) (A) Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E) Al (Dist) (sqmm) (D)

-

-

-

-

-

-

65

65

65

65

68.16

122.52

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Ast (sqmm) AstPrv (sqmm) Reinforcement Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC

Mid

Right

9

9

9

PtPrv (%)

0.452

0.452

0.452

Vu (kN)

1.35

1.59

3.06

Mu-Sect (kNm) Vc (kN)

30.38

0.18 30.38

30.38

-

-

-

Av (sqmm)

304.35

304.35

304.35

Tu (kNm) Ao= Φ*Aoh

0 -

0 -

0 -

At (sqmm)

-

-

-

Legs

2

2

2

Vs (kN)

Stirrup Rebar Asv Torsion (sqmm)

10 -

10 -

10 -

304.35

304.35

304.35

304.348

304.348

304.348

125 125

125 125

125 125

1256.64

1256.64

1256.64

Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm)

Av Total Prv (sqmm) Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= 125 = 300

mm mm

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G6

Beam No

: B13

Analysis Reference (Member)

1m : 12

Beam Length

: 3149.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d) Design Code

: 250 mm : ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Left Critical L/C - Analysis

23

Beam Bottom Mid Right 19

25

Left

Beam Top Mid

Right

21

25

15

Critical L/C - RCDC

19

15

21

17

21

11

Mu (kNm) As (flex) (sqmm) (C)

3.666 71.5

2.464 47.9

3.57 69.55

6.061 118.94

2.135 41.47

6.118 120.09

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D) Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm) AstPrv (sqmm)

92.95 226.2

65 226.2

113.1 226.2

154.63 226.2

65 226.2

156.12 226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Mid

Right

9

9

9

0.452 3.09

0.452 1.59

0.452 3.15

-

0.17

-

30.38

30.38

30.38

-

-

-

Mh (kNm)

2.23 15.67

2.23 15.67

Ms (kNm) Sway-Right (kN)

15.67 7.72

15.67 12.17

Sway-Left (kN)

12.17

7.72

Vu-Sway (kN)

12.17

12.17

Vud (kN) Av (sqmm) Tu (kNm)

12.17 304.35 0

304.35 0

12.17 304.35 0

Ao= Φ*Aoh

-

-

-

At (sqmm)

-

-

-

Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

2 10

2 10

2 10

-

-

-

304.35 304.348 100

304.35 304.348 125

304.35 304.348 100

100 1570.8

125 1256.64

100 1570.8

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group Beam No

: G6 : B14

Analysis Reference (Member)

1m : 13

Beam Length

: 2649.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Mid Right

Left Critical L/C - Analysis

Left

Beam Top Mid

Right

23

15

25

21

23

15

Critical L/C - RCDC Mu (kNm)

19 4.858

11 2.888

21 4.81

17 6.37

19 2.715

11 6.778

As (flex) (sqmm) (C)

95.05

56.22

94.07

125.1

52.82

133.26

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm) Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm) AstPrv (sqmm)

123.56 226.2

73.08 226.2

122.29 226.2

162.63 226.2

68.66 226.2

173.24 226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN)

Left

Mid

Right

9

9

9

0.452 2.51

0.452 1.42

0.452 2.73

-

0.08

-

30.38

30.38

30.38

Vs (kN) D+L V (kN)

1.87

1.87

Mh (kNm) Ms (kNm)

15.67 15.67

15.67 15.67

Sway-Right (kN)

9.95

13.7

Sway-Left (kN)

13.7

9.95

Vu-Sway (kN) Vud (kN)

13.7 13.7

13.7 13.7

Av (sqmm)

-

-

-

304.35

304.35

304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar

10

10

10

304.35

304.35

304.35

304.348

304.348

304.348

100

125

100

100 1570.8

125 1256.64

100 1570.8

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement

Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G7

Beam No

: B15

Analysis Reference (Member)

1m : 33

Beam Length

: 3199.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Left

Beam Top Mid

23

15

25

21

23

15

Critical L/C - RCDC Mu (kNm)

19 3.386

11 2.388

21 3.32

17 5.741

19 1.962

11 5.86

As (flex) (sqmm) (C)

65.99

46.42

64.75

112.57

38.11

114.94

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm) Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D) Ast (sqmm)

85.78

65

113.1

146.35

65

149.42

AstPrv (sqmm)

226.2

226.2

226.2

226.2

226.2

226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Left Critical L/C - Analysis

Beam Bottom Mid Right

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

Right

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

=

C

=

As (flex)

=

D

=

Al (Dist)

=

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left

Mid

Right

9

9

9

PtPrv (%) Vu (kN)

0.452 3.13

0.452 1.62

0.452 3.21

Mu-Sect (kNm) Vc (kN)

30.38

0.24 30.38

30.38

-

-

-

Critical L/C - RCDC

Vs (kN) D+L V (kN)

2.26

2.26

Mh (kNm) Ms (kNm)

15.67 15.67

15.67 15.67

Sway-Right (kN)

7.53

12.05

Sway-Left (kN)

12.05

7.53

Vu-Sway (kN) Vud (kN) Av (sqmm)

12.05 12.05 304.35

304.35

12.05 12.05 304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh

-

-

-

At (sqmm) Legs

2

2

2

Stirrup Rebar

10

10

10

304.35 304.348

304.35 304.348

304.35 304.348

100

125

100

100 1570.8

125 1256.64

100 1570.8

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

For Ductility (Special Frames)

= =

125 300

mm mm

Left Section, Right Section =

Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G8

Beam No

: B16

Analysis Reference (Member)

1m : 179

Beam Length

: 1125

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Cantilever Beam

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom

Beam Top

Left

Mid

Right

Left

Mid

Right

23 19

23 19

23 19

17 13

17 13

17 13

0.14

0.204

0.18

0.825

2.944

4.239

2.7 -

3.94 -

3.56 -

15.97 -

57.31 -

82.79 -

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Critical L/C - Analysis Critical L/C - RCDC Mu (kNm) As (flex) (sqmm) (C) Asc (flex) (sqmm) (A) Tu (kNm)

Al (sqmm) (Tor.) (E) Al (Dist) (sqmm) (D) Ast (sqmm)

-

-

-

-

-

-

65

65

65

65

74.51

107.63

AstPrv (sqmm)

226.2

226.2

226.2

402.12

402.12

402.12

Reinforcement

2-#12

2-#12

2-#12

2-#16

2-#16

2-#16

Note: Calculation of Ast Ast = Max {B, C+D, A+D} (for Mu > 0) Ast = Bn (for Mu = 0) Where, Compression reinforcement required for bending A = Asc (flex) = moment B = As,min (flex) = Min area of flexural reinforcement Bn = As,nominal = Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a C = As (flex) = given section Distributed longitudinal torsional reinforcement at D = Al (Dist) = section considered Ast (Dist) (sqmm) = Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC

Mid

Right

9

9

9

PtPrv (%) Vu (kN) Mu-Sect (kNm)

0.804 2.09 -

0.804 2.83 1.57

0.804 3.57 -

Vc (kN)

32.62

29.81

32.62

Vs (kN) Av (sqmm)

304.35

304.35

304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh

-

-

-

At (sqmm) Legs

2

2

2

Stirrup Rebar

10

10

10

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

-

-

-

304.35

304.35

304.35

304.348 125

304.348 125

304.348 125

125

125

125

1256.64

1256.64

1256.64

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= 125 = 300

mm mm

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group Beam No

: G8 : B17

Analysis Reference (Member)

1m : 18

Beam Length

: 950

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

: 250

mm

Effective Depth (d) Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Left Mid Right

Left

Beam Top Mid

Right

26

16

16

16

16

26

Critical L/C - RCDC Mu (kNm)

22 10.748

12 5.669

12 11.35

12 12.038

12 6.024

22 10.673

As (flex) (sqmm) (C)

213.57

111.13

225.85

240.04

118.2

212.04

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm) Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm) AstPrv (sqmm)

277.64 402.12

144.47 402.12

293.61 402.12

304.35 402.12

153.67 402.12

275.66 402.12

Reinforcement

2-#16

2-#16

2-#16

2-#16

2-#16

2-#16

Critical L/C - Analysis

Ast Ast

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

Where, A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN)

Left

Mid

Right

9

9

9

0.804 2.27

0.804 -

0.804 0.39

-

0.43

-

32.62

-

32.62

-

-

-

Vs (kN) D+L V (kN)

2.85

1.51

Mh (kNm) Ms (kNm)

27.03 27.03

27.03 27.03

Sway-Right (kN)

59.76

58.41

Sway-Left (kN)

54.05

55.4

Vu-Sway (kN) Vud (kN)

59.76 59.76

-

58.41 58.41

Av (sqmm)

304.35

304.35

304.35

Tu (kNm)

0

-

0

Ao= Φ*Aoh At (sqmm)

-

-

-

Legs

2

-

2

Stirrup Rebar

10

-

10

304.35 629.22

304.35 -

304.35 598.065

100

-

100

100 1570.8

-

100 1570.8

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing

=

96

mm

= = =

62 150 100

mm mm mm

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G8

Beam No

: B18

Analysis Reference (Member)

1m : 17

Beam Length

: 2649.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf

Critical L/C - Analysis Critical L/C - RCDC

Left 26

Beam Bottom Mid Right 16 24

Left 16

Beam Top Mid 26

Right 22

22

12

20

12

22

18

Mu (kNm)

3.125

2.24

3.44

5.142

1.87

4.887

As (flex) (sqmm) (C)

60.87

43.52

67

100.67

36.3

95.61

Asc (flex) (sqmm) (A) Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D) Ast (sqmm)

201.06

65

113.1

130.88

65

124.29

AstPrv (sqmm) Reinforcement

226.2 2-#12

226.2 2-#12

226.2 2-#12

402.12 2-#16

226.2 2-#12

226.2 2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Mid

Right

9

9

9

0.804 2.76

0.452 1.45

0.452 2.48

-

0.06

-

32.62

30.38

30.38

-

-

-

Mh (kNm)

2.1 27.03

1.65 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN)

13.92

10.18

Sway-Left (kN) Vu-Sway (kN)

14.01 14.01

17.76 17.76

Vud (kN)

14.01

17.76

Av (sqmm)

304.35

304.35

304.35

Tu (kNm) Ao= Φ*Aoh

0 -

0 -

0 -

At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar Asv Torsion (sqmm)

10 -

10 -

10 -

304.35

304.35

304.35

304.348

304.348

304.348

100

125

100

Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm)

SPrv (mm) Av Total Prv (sqmm)

100 1570.8

125 1256.64

100 1570.8

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

=

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G8

Beam No

: B19

Analysis Reference (Member)

1m : 16,15

Beam Length

: 3449.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom

Beam Top

Left 26

Mid 20

Right 24

Left 20

Mid 26

Right 18

22

16

20

16

22

14

Mu (kNm)

4.288

5.989

2.24

7.949

4.355

7.011

As (flex) (sqmm) (C) Asc (flex) (sqmm) (A)

83.77 -

117.51 -

43.5 -

156.78 -

85.09 -

137.93 -

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D) Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm)

113.1

152.76

113.1

203.82

110.61

179.31

AstPrv (sqmm) Reinforcement

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Critical L/C - Analysis Critical L/C - RCDC

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Left 9 0.452 3.77

Mid 9 0.452 3.35

Right 9 0.452 5.54

-

1.73

-

30.38

28.89

30.38

-

-

-

Mh (kNm)

2.52 15.67

4.13 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN) Sway-Left (kN) Vu-Sway (kN)

11.6 6.57 11.6

4.95 13.21 13.21

Vud (kN)

11.6

13.21

Av (sqmm)

304.35

304.35

304.35

Tu (kNm) Ao= Φ*Aoh

0 -

0 -

0 -

At (sqmm)

-

-

-

2 10 -

2 10 -

2 10 -

304.35

304.35

304.35

304.348

304.348

304.348

100 100

125 125

100 100

1570.8

1256.64

1570.8

Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G9

Beam No

: B20

Analysis Reference (Member)

1m : 31

Beam Length

: 875

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Mid Right

Left

Left

Beam Top Mid

Right

Critical L/C - Analysis

26

16

16

16

16

26

Critical L/C - RCDC

22

12

12

12

12

22

Mu (kNm) As (flex) (sqmm) (C)

8.877 175.51

5.174 101.3

10.07 199.74

10.084 200.02

4.903 95.94

9.214 182.33

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm)

228.16

131.69

259.66

260.03

124.72

237.03

AstPrv (sqmm) Reinforcement

402.12 2-#16

402.12 2-#16

402.12 2-#16

402.12 2-#16

402.12 2-#16

402.12 2-#16

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left

Mid

Right

Critical L/C - RCDC

9

9

9

PtPrv (%)

0.804

0.804

0.804

Vu (kN) Mu-Sect (kNm) Vc (kN)

2.39 32.62

0.55 -

0.66 32.62

-

-

-

Vs (kN) D+L V (kN)

3.09

1.85

Mh (kNm)

27.03

27.03

Ms (kNm) Sway-Right (kN)

27.03 64.87

27.03 63.63

Sway-Left (kN)

58.7

59.93

Vu-Sway (kN) Vud (kN)

64.87 64.87

-

63.63 63.63

Av (sqmm)

304.35

304.35

304.35

Tu (kNm)

0

-

0

Ao= Φ*Aoh

-

-

-

At (sqmm) Legs

2

-

2

Stirrup Rebar

10

-

10

304.35

304.35

304.35

747.814 100

-

719.119 100

100 1570.8

-

100 1570.8

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

96

mm

= = =

62 150 100

mm mm mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing

Skin reinforcement Beam Width Beam Depth

= 200 = 300

mm mm

Depth

= 300 <= 1000

Group

: G9

Beam No

: B21

Analysis Reference (Member)

1m : 22

Beam Length

: 2150

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Left

Beam Bottom Mid Right

Left

Beam Top Mid

Right

Critical L/C - Analysis

26

16

24

16

26

22

Critical L/C - RCDC

22

12

20

12

22

18

Mu (kNm) As (flex) (sqmm) (C)

3.927 76.64

2.648 51.5

4.42 86.46

5.422 106.22

2.282 44.35

5.173 101.29

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D) Ast (sqmm)

201.06

66.95

113.1

138.09

65

131.68

AstPrv (sqmm)

226.2

226.2

226.2

402.12

226.2

226.2

Reinforcement

2-#12

2-#12

2-#12

2-#16

2-#12

2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC

Mid

Right

9

9

9

PtPrv (%)

0.804

0.452

0.452

Vu (kN)

2.35

0.94

1.9

Mu-Sect (kNm) Vc (kN)

32.62

0.19 30.38

30.38

-

-

-

Vs (kN) D+L V (kN) Mh (kNm) Ms (kNm)

1.91 27.03 15.67

1.13 15.67 15.67

Sway-Right (kN)

16.48

13.44

Sway-Left (kN)

17.95

20.99

Vu-Sway (kN)

17.95

20.99

Vud (kN) Av (sqmm)

17.95 304.35

304.35

20.99 304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar

10

10

10

Asv Torsion (sqmm)

-

-

-

304.35

304.35

304.35

304.348 100

304.348 125

304.348 100

SPrv (mm)

100

125

100

Av Total Prv (sqmm)

1570.8

1256.64

1570.8

Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia

Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

= = =

62 150 100

mm mm mm

=

125

mm

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G9

Beam No

: B22

Analysis Reference (Member)

1m : 21

Beam Length

: 2649.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Left Mid Right

Beam Top Mid

Left

Right

Critical L/C - Analysis

26

16

24

16

24

22

Critical L/C - RCDC Mu (kNm) As (flex) (sqmm) (C)

22 3.183 62.01

12 2.117 41.13

20 3.32 64.71

12 5.226 102.33

20 1.921 37.3

18 4.83 94.49

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm) Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D) Ast (sqmm)

80.61

65

113.1

133.03

65

122.84

AstPrv (sqmm)

226.2

226.2

226.2

226.2

226.2

226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left

Mid

Right

Critical L/C - RCDC PtPrv (%)

9 0.452

9 0.452

9 0.452

Vu (kN)

2.75

1.44

2.49

Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

30.38 -

0.04 30.38 -

30.38 -

Mh (kNm)

2.1 15.67

1.65 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN) Sway-Left (kN)

13.92 9.73

10.17 13.48

Vu-Sway (kN)

13.92

13.48

Vud (kN)

13.92

13.48

Av (sqmm) Tu (kNm) Ao= Φ*Aoh

304.35 0 -

304.35 0 -

304.35 0 -

At (sqmm)

-

-

-

Legs

2

2

2

10

10

-

-

Stirrup Rebar

10

Asv Torsion (sqmm)

-

Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

304.35

304.35

304.35

304.348 100

304.348 125

304.348 100

100

125

100

1570.8

1256.64

1570.8

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G9

Beam No

: B23

Analysis Reference (Member)

1m : 20,19

Beam Length

: 3449.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal As,min (flex) (B)

: 66.53 : 304.35

kNm sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf

Beam Bottom Critical L/C - Analysis Critical L/C - RCDC

Left 26

Beam Top

Mid 20

Right 24

Left 20

Mid 26

Right 18

22

16

20

16

22

14

Mu (kNm)

3.985

5.59

1.95

7.497

4.059

6.806

As (flex) (sqmm) (C) Asc (flex) (sqmm) (A)

77.79 -

109.56 -

37.78 -

147.69 -

79.25 -

133.83 -

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E) Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm)

113.1

142.43

113.1

191.99

103.03

173.98

AstPrv (sqmm) Reinforcement

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Mid

Right

9

9

9

0.452

0.452

0.452

3.69 -

3.43 1.77

5.62 -

30.38

28.9

30.38

-

-

-

2.4 15.67 15.67 11.48

4.25 15.67 15.67 4.83

Sway-Left (kN)

6.69

13.33

Vu-Sway (kN)

11.48

13.33

Vud (kN)

11.48

13.33

Av (sqmm)

304.35

Mh (kNm) Ms (kNm) Sway-Right (kN)

304.35

304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar

10

10

10

304.35

304.35

304.35

304.348

304.348

304.348

100

125

100

100 1570.8

125 1256.64

100 1570.8

Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G10

Beam No Analysis Reference (Member)

: B24 1m : 32

Beam Length

: 875

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Left

Beam Top Mid

Critical L/C - Analysis

26

16

16

16

16

26

Critical L/C - RCDC

22

12

12

12

12

22

Mu (kNm) As (flex) (sqmm) (C)

7.777 153.31

4.48 87.56

8.7 171.93

8.75 172.94

4.245 82.92

8.082 159.45

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D) Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm)

199.31

113.82

223.51

224.82

107.8

207.29

AstPrv (sqmm) Reinforcement

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Left

Beam Bottom Mid Right

Right

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%)

Left

Mid

9 0.452

9 0.452

Right 9 0.452

Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

2.02

-

1.16

-

0.07

-

30.38

-

30.38

-

-

-

Mh (kNm)

2.6 15.67

1.36 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN) Sway-Left (kN)

38.41 33.21

37.17 34.45

Vu-Sway (kN)

38.41

37.17

Vud (kN)

38.41

-

37.17

Av (sqmm) Tu (kNm) Ao= Φ*Aoh

304.35 0 -

304.35 -

304.35 0 -

At (sqmm)

-

-

-

Legs

2

-

2

Stirrup Rebar Asv Torsion (sqmm)

10 -

-

10 -

304.35

304.35

304.35

304.348 100 100

-

304.348 100 100

1570.8

-

1570.8

Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing

Skin reinforcement Beam Width

= 200

mm

Beam Depth Depth

= 300 mm = 300 <= 1000

Group

: G10

Beam No

: B25

Analysis Reference (Member)

1m : 26

Beam Length Breadth (B)

: 2150 : 200

mm mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Mid Right 16 24 12 20

Left 16 12

Beam Top Mid 26 22

Right 22 18

Critical L/C - Analysis Critical L/C - RCDC

Left 26 22

Mu (kNm)

3.417

2.314

3.82

4.83

2.008

4.672

As (flex) (sqmm) (C)

66.6

44.98

74.52

94.48

38.99

91.36

Asc (flex) (sqmm) (A) Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D) Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D) Ast (sqmm)

113.1

65

113.1

122.83

65

118.76

AstPrv (sqmm) Reinforcement

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Note: Calculation of Ast Ast Ast

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

Where, A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC

Mid

9

Right

9

9

PtPrv (%)

0.452

0.452

0.452

Vu (kN)

2.3

0.88

1.96

-

0.21

-

30.38

30.38

30.38

-

-

-

Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN) Mh (kNm)

1.82 15.67

1.22 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN) Sway-Left (kN) Vu-Sway (kN)

16.39 12.75 16.39

13.35 15.79 15.79

Vud (kN)

16.39

15.79

Av (sqmm)

304.35

304.35

304.35

Tu (kNm) Ao= Φ*Aoh

0 -

0 -

0 -

At (sqmm)

-

-

-

2 10 -

2 10 -

2 10 -

304.35

304.35

304.35

304.348

304.348

304.348

100 100

125 125

100 100

1570.8

1256.64

1570.8

Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

Skin reinforcement Beam Width Beam Depth Depth Group

= 200 mm = 300 mm = 300 <= 1000 : G10 : B26

Beam No Analysis Reference (Member)

1m : 25

Beam Length

: 2649.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

: 250

mm

Effective Depth (d) Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Left Mid Right

Left

Beam Top Mid

Critical L/C - Analysis

26

16

24

16

24

22

Critical L/C - RCDC

22

12

20

12

20

18

Mu (kNm) As (flex) (sqmm) (C)

2.726 53.04

1.82 35.33

2.77 53.94

4.65 90.91

1.656 32.12

4.41 86.17

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Right

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

68.96 226.2 2-#12

65 226.2 2-#12

113.1 226.2 2-#12

118.18 226.2 2-#12

65 226.2 2-#12

112.02 226.2 2-#12

Ast (sqmm) AstPrv (sqmm) Reinforcement Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Critical L/C - RCDC PtPrv (%) Vu (kN) Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Left 9 0.452

Mid 9 0.452

Right 9 0.452

2.69

1.38

2.55

30.38

0.07 30.38

30.38

-

-

-

Mh (kNm) Ms (kNm)

2.01 15.67 15.67

1.74 15.67 15.67

Sway-Right (kN) Sway-Left (kN)

13.83 9.81

10.09 13.56

Vu-Sway (kN)

13.83

13.56

Vud (kN) Av (sqmm)

13.83 304.35

304.35

13.56 304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh

-

-

-

At (sqmm)

-

-

-

2 10

2 10

2 10

-

-

-

Legs Stirrup Rebar Asv Torsion (sqmm)

Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

304.35

304.35

304.35

304.348 100

304.348 125

304.348 100

100

125

100

1570.8

1256.64

1570.8

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

Mid Section Provided Spacing Skin reinforcement

=

125

mm

Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G10

Beam No

: B27

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing

Analysis Reference (Member)

1m : 24,23

Beam Length

: 3449.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom Critical L/C - Analysis Critical L/C - RCDC

Left 26

Mid 20

22

Beam Top Right 24

Left 20

Mid 24

Right 18

20

16

20

14

16

Mu (kNm)

2.219

5.637

2.84

7.327

2.568

7.369

As (flex) (sqmm) (C)

43.12

110.51

55.37

144.26

49.95

145.11

Asc (flex) (sqmm) (A) Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E) Al (Dist) (sqmm) (D)

-

-

-

-

-

-

65

143.66

113.1

187.53

65

188.65

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Ast (sqmm) AstPrv (sqmm) Reinforcement Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left

Mid

Right

9

9

9

PtPrv (%)

0.452

0.452

0.452

Vu (kN)

4.98

3.37

4.55

Mu-Sect (kNm) Vc (kN)

30.38

0.68 30.38

30.38

-

-

-

Critical L/C - RCDC

Vs (kN) D+L V (kN) Mh (kNm)

3.79 15.67

3.21 15.67

Ms (kNm) Sway-Right (kN)

15.67 12.88

15.67 5.87

Sway-Left (kN)

5.29

12.29

Vu-Sway (kN)

12.88

12.29

Vud (kN) Av (sqmm)

12.88 304.35

304.35

12.29 304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh At (sqmm) Legs

2

2

2

Stirrup Rebar

10

10

10

Asv Torsion (sqmm)

-

-

-

304.35 304.348

304.35 304.348

304.35 304.348

SCalc (mm)

100

125

100

SPrv (mm)

100

125

100

1570.8

1256.64

1570.8

Av Total Reqd (sqmm) Asv Reqd (sqmm)

Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G11

Beam No

: B28

Analysis Reference (Member)

1m : 30

Beam Length

: 2150

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom

Beam Top

Left

Mid

Right

Left

Mid

Right

26 22

16 12

24 20

16 12

24 20

22 18

Mu (kNm)

3.325

1.99

3.37

4.639

1.872

4.349

As (flex) (sqmm) (C)

64.8

38.65

65.63

90.71

36.34

84.97

Asc (flex) (sqmm) (A) Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

113.1

65

113.1

117.92

65

110.46

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Critical L/C - Analysis Critical L/C - RCDC

Al (sqmm) (Tor.) (E) Al (Dist) (sqmm) (D) Ast (sqmm) AstPrv (sqmm) Reinforcement Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left

Mid

Right

Critical L/C - RCDC PtPrv (%)

9 0.452

9 0.452

9 0.452

Vu (kN)

2.23

0.81

2.03

-

0.22

-

30.38 -

30.12 -

30.38 -

Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN) Mh (kNm)

1.72 15.67

1.32 15.67

Ms (kNm) Sway-Right (kN) Sway-Left (kN)

15.67 16.29 12.85

15.67 13.25 15.89

Vu-Sway (kN)

16.29

15.89

Vud (kN)

16.29

15.89

Av (sqmm) Tu (kNm)

304.35 0

304.35 0

304.35 0

Ao= Φ*Aoh

-

-

-

At (sqmm) Legs Stirrup Rebar Asv Torsion (sqmm) Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

-

-

-

2 10

2 10

2 10

-

-

-

304.35

304.35

304.35

304.348

304.348

304.348

100 100

125 125

100 100

1570.8

1256.64

1570.8

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2 For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

Mid Section Provided Spacing

=

125

mm

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G11

Beam No

: B29

Analysis Reference (Member)

1m : 29

Beam Length

: 2649.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom

Beam Top

Left 26

Mid 16

Right 24

Left 16

Mid 24

Right 22

22

12

20

12

20

18

2.238 43.48 -

1.547 30.02 -

2.23 43.37 -

4.07 79.45 -

1.378 26.72 -

3.93 76.7 -

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm)

-

-

-

-

-

-

Al, min(sqmm)(Tor.) (D) Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Critical L/C - Analysis Critical L/C - RCDC Mu (kNm) As (flex) (sqmm) (C) Asc (flex) (sqmm) (A)

Al (Dist) (sqmm) (D) Ast (sqmm)

-

-

-

-

-

-

65

65

113.1

103.29

65

99.71

AstPrv (sqmm) Reinforcement

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

226.2 2-#12

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left Critical L/C - RCDC

Mid

Right

9

9

9

PtPrv (%) Vu (kN) Mu-Sect (kNm)

0.452 2.65 -

0.452 1.34 0.11

0.452 2.59 -

Vc (kN)

30.38

30.38

30.38

-

-

-

Vs (kN) D+L V (kN)

1.96

1.79

Mh (kNm) Ms (kNm)

15.67 15.67

15.67 15.67

Sway-Right (kN)

13.79

10.04

Sway-Left (kN) Vu-Sway (kN)

9.86 13.79

13.61 13.61

Vud (kN)

13.79

13.61

Av (sqmm)

304.35

304.35

304.35

Tu (kNm)

0

0

0

Ao= Φ*Aoh At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar Asv Torsion (sqmm)

10 -

10 -

10 -

304.35 304.348

304.35 304.348

304.35 304.348

100

125

100

100 1570.8

125 1256.64

100 1570.8

Av Total Reqd (sqmm) Asv Reqd (sqmm) SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000

Group

: G11

Beam No

: B30

Analysis Reference (Member)

1m : 28,27

Beam Length

: 3449.99

mm

Breadth (B)

: 200

mm

Depth (D)

: 300

mm

Effective Depth (d)

: 250

mm

Design Code

: ACI 318M - 2011

Beam Type

: Ductile Beam (Special Frame)

Grade Of Concrete (Fck)

: C21

N/sqmm

Grade Of Steel

: Fy230

N/sqmm

Clear Cover (Cmin)

: 40

mm

Es

: 2x10^5

N/sqmm

Mubal

: 66.53

kNm

As,min (flex) (B)

: 304.35

sqmm

As,nominal (Bn)

: 65

sqmm

For Longitudinal Reinf Beam Bottom

Beam Top

Left

Mid

Right

Left

Mid

Right

Critical L/C - Analysis

26

20

24

20

24

18

Critical L/C - RCDC

22

16

20

16

20

14

1.58

5.173

2.18

6.736

2.024

6.659

As (flex) (sqmm) (C)

30.65

101.28

42.28

132.42

39.3

130.88

Asc (flex) (sqmm) (A)

-

-

-

-

-

-

Tu (kNm)

-

-

-

-

-

-

Tcr/4 (kNm) Al, min(sqmm)(Tor.) (D)

-

-

-

-

-

-

Al (sqmm) (Tor.) (E)

-

-

-

-

-

-

Al (Dist) (sqmm) (D)

-

-

-

-

-

-

Ast (sqmm) AstPrv (sqmm)

113.1 226.2

131.67 226.2

113.1 226.2

172.15 226.2

65 226.2

170.15 226.2

Reinforcement

2-#12

2-#12

2-#12

2-#12

2-#12

2-#12

Mu (kNm)

Note: Calculation of Ast Ast Ast Where,

= =

Max {B, C+D, A+D} (for Mu > 0) Bn (for Mu = 0)

A

=

Asc (flex)

=

B Bn

= =

As,min (flex) As,nominal

= =

C

=

As (flex)

=

D

=

Al (Dist)

=

Ast (Dist) (sqmm)

=

Compression reinforcement required for bending moment Min area of flexural reinforcement Nominal area of reinforcement Total area of longitudinal reinforcement calculated at a given section Distributed longitudinal torsional reinforcement at section considered Max(Al,min (Tor), Al (Tor)) x ((2B) / (2B + 2D))

For Transverse Reinf Left

Mid

Critical L/C - RCDC PtPrv (%)

9 0.452

9 0.452

9 0.452

Vu (kN)

5.01

3.4

4.52

-

0.68

-

30.38 -

30.38 -

30.38 -

Mu-Sect (kNm) Vc (kN) Vs (kN) D+L V (kN)

Right

Mh (kNm)

3.84 15.67

3.16 15.67

Ms (kNm)

15.67

15.67

Sway-Right (kN) Sway-Left (kN)

12.92 5.24

5.92 12.24

Vu-Sway (kN)

12.92

12.24

Vud (kN) Av (sqmm)

12.92 304.35

304.35

12.24 304.35

Tu (kNm) Ao= Φ*Aoh

0 -

0 -

0 -

At (sqmm)

-

-

-

Legs

2

2

2

Stirrup Rebar Asv Torsion (sqmm)

10 -

10 -

10 -

Av Total Reqd (sqmm)

304.35

304.35

304.35

Asv Reqd (sqmm)

304.348

304.348

304.348

100

125

100

100 1570.8

125 1256.64

100 1570.8

SCalc (mm) SPrv (mm) Av Total Prv (sqmm)

Maximum Spacing Criteria Basic Spc1 =d/2 Spc2

= =

125 300

mm mm

=

72

mm

= = =

62 150 100

mm mm mm

=

125

mm

For Ductility (Special Frames) Left Section, Right Section Spc3 = 6 x Small Longitudinal Dia Spc4 = d / 4 Spc5 Provided Spacing Mid Section Provided Spacing

Skin reinforcement Beam Width Beam Depth Depth

= 200 mm = 300 mm = 300 <= 1000