Cantilever Canopy
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Proj. Name: Location: Client: Designer: Date:
General Description:
CANTILEVER CANOPY Design Specifications: ACI Code: Yield Stresses: fy fc' Loading: Service Live Load Service Deadload
276 20.7
Mpa Mpa
2.4 2
Kpa Kpa
150 25
mm mm
Slab: It's OK Slab, h
Slab h Concrete cover
>=
150
P= d =
12 mm spc.@
mm.oc
10 mm spc.@ s =
Reinforcement Ratio: 1.4/fy <ρ> 0.0051 0.009586
.75ρb 0.0278
Main Bar Temp. Bar
26.00
26
1.5 m.
Diam. Ǿ 12 10
If Resisting Moment, Mr > Ultimate Moment Mu, OK!!!SAFE Final Bar Spacing, cm 9.00 Final Temp. Bar S., cm
3.06 kn/m
1.5 m.
1.00
mm mm
mm
mm.oc
General Description:
CANTILEVER CANOPY Design Specifications: ACI Code: Yield Stresses: fy fc' Loading: Service Live Load Service Deadload
276 20.7
Mpa Mpa
2.4 2
Kpa Kpa
150 25
mm mm
Slab: It's OK Slab, h
Slab h Concrete cover
>=
150
P= d =
12 mm spc.@
mm.oc
10 mm spc.@ s =
Reinforcement Ratio: 1.4/fy <ρ> 0.0051 0.009586
.75ρb 0.0278
Main Bar Temp. Bar
26.00
26
1.5 m.
Diam. Ǿ 12 10
If Resisting Moment, Mr > Ultimate Moment Mu, OK!!!SAFE Final Bar Spacing, cm 9.00 Final Temp. Bar S., cm
3.06 kn/m
1.5 m.
1.00
mm mm
mm
mm.oc
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