Column Design (wsd) Axially Loaded
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- Words: 275
- Pages: 1
Proj. Name: Location: Client: Designer: Date:
2 - Storey Resd'l. Bldg. Lolita Village, Brgy. Caibaan, Tac. City Pitao BL Pitao BL 2/7/2008
General Description: Column
AXIALLY LOADED COLUMN (WSD) TIED COLUMNS: Given:
fc' :
2,500.00 17.24 4.31 30,000.00 206.90
fc = fs :
Psi Mpa Mpa Psi Mpa
Beam Dimension: Beam # 1 Beam # 2 Slab
DEADLOAD: BEAM: SLAB: WALL: Column: Roofing TOTAL: Siesmic Load:
12,184.02 22,955.40 38,259.00 10,668.38 43,200.00 127,266.80 31,816.70
Newton Newton Newton Newton Newton Newton
23,400.00
Newton
272,041.90
Newton
Thickness Wall Ht. Col. Dimen. Col.Height Roofing
b 300.00 250.00 Length 3.00
d 300.00 300.00 Width 3.25
0.10 2.6 0.25 7.25 4.00
meter meter meter meter 4.5
LIVELOAD: 2,400.00 TOTAL LOAD: P 1963 ACI Code: P = 0.85Ag(0.25fc'+fsPg) Pg = As/Ag
Ranges =
.01 -.04
6 pcs. 16 diam. Bars
Ag = P/.85(0.25fc'+fsPg) Assumed: Ag = d = As=AgPg
246.00 mm.
Pg : 61,364.82 247.72 1,227.30
No. of Bars Bar. Diameter 6.00 16
0.02 sq. mm. mm. 246.00 mm.
sq. mm. Area, sq.mm 201.06
Check for P:
10 mm dia.@ No. of Bars 6.00
Use: Pg = As/Ag
0.01966
Pc = 0.85Ag(0.25fc'+fsPg)
Bar. Dia. 16
Area, sq.mm. 1206.34
IF Pg > .01 < 0.4, SAFE KAAYO NA BAY!!!! 436,976.76 Newton IF Pc > P, SAFE NA BAY!!!
SPACING OF TIES (ACI Code Specs) Lateral Ties: 10 mm a.) S < = 16 bar diameter 256 b.) S < = 48 tie diameter 480 c.) S < = Least Dimension 245.59 Use: Ag = As/Pg d = Use:
mm. mm. mm.
10 mm diam. Lateral Ties Sp. @ 60,316.80 245.59
sq.mm. mm.
246.00 mm Square Column
246 mm. on center
25
mm. o.c.
2 - Storey Resd'l. Bldg. Lolita Village, Brgy. Caibaan, Tac. City Pitao BL Pitao BL 2/7/2008
General Description: Column
AXIALLY LOADED COLUMN (WSD) TIED COLUMNS: Given:
fc' :
2,500.00 17.24 4.31 30,000.00 206.90
fc = fs :
Psi Mpa Mpa Psi Mpa
Beam Dimension: Beam # 1 Beam # 2 Slab
DEADLOAD: BEAM: SLAB: WALL: Column: Roofing TOTAL: Siesmic Load:
12,184.02 22,955.40 38,259.00 10,668.38 43,200.00 127,266.80 31,816.70
Newton Newton Newton Newton Newton Newton
23,400.00
Newton
272,041.90
Newton
Thickness Wall Ht. Col. Dimen. Col.Height Roofing
b 300.00 250.00 Length 3.00
d 300.00 300.00 Width 3.25
0.10 2.6 0.25 7.25 4.00
meter meter meter meter 4.5
LIVELOAD: 2,400.00 TOTAL LOAD: P 1963 ACI Code: P = 0.85Ag(0.25fc'+fsPg) Pg = As/Ag
Ranges =
.01 -.04
6 pcs. 16 diam. Bars
Ag = P/.85(0.25fc'+fsPg) Assumed: Ag = d = As=AgPg
246.00 mm.
Pg : 61,364.82 247.72 1,227.30
No. of Bars Bar. Diameter 6.00 16
0.02 sq. mm. mm. 246.00 mm.
sq. mm. Area, sq.mm 201.06
Check for P:
10 mm dia.@ No. of Bars 6.00
Use: Pg = As/Ag
0.01966
Pc = 0.85Ag(0.25fc'+fsPg)
Bar. Dia. 16
Area, sq.mm. 1206.34
IF Pg > .01 < 0.4, SAFE KAAYO NA BAY!!!! 436,976.76 Newton IF Pc > P, SAFE NA BAY!!!
SPACING OF TIES (ACI Code Specs) Lateral Ties: 10 mm a.) S < = 16 bar diameter 256 b.) S < = 48 tie diameter 480 c.) S < = Least Dimension 245.59 Use: Ag = As/Pg d = Use:
mm. mm. mm.
10 mm diam. Lateral Ties Sp. @ 60,316.80 245.59
sq.mm. mm.
246.00 mm Square Column
246 mm. on center
25
mm. o.c.
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