One-way Slab
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Proj. Name: Location: Client: Designer: Date:
General Description:
ONE - WAY SLAB Design Specifications: ACI Code: Yield Stresses: fy fc'
276 20.7
Mpa Mpa
2.4 1.5
Kpa Kpa
Loading: Service Live Load Service Deadload Slab: M Ratio Span S - Short span Slab h Concrete cover
One - Way Slab
0.50
3 1.5 110 25
m. m. mm mm
Diam. Ǿ 12 10
mm mm
It's OK Slab, h
>=
107
mm
Slab Reinforcement: Main Bar Temp. Bar Reinforcement Ratio: 1.4/fy <ρ> 0.0051 0.01
.75ρb 0.0278
Final Bar Spacing, mm
168
Final Temp. Bar S., mm
238 mm
239
168
204
275
204
12 mm sp. @
12 mm sp. @
168 mm. oc
0.75 h=
Temp.bars
1.5
168 mm. oc
12 mm sp. @
204 mm. oc
12 mm sp. @
204 mm. oc
0.75 m
110 mm
10 mm sp. @
238 mm. oc
12 mm sp. @ 275 mm. oc 12 mm sp. @ 239 mm. oc
SLAB SECTION DETAIL
General Description:
ONE - WAY SLAB Design Specifications: ACI Code: Yield Stresses: fy fc'
276 20.7
Mpa Mpa
2.4 1.5
Kpa Kpa
Loading: Service Live Load Service Deadload Slab: M Ratio Span S - Short span Slab h Concrete cover
One - Way Slab
0.50
3 1.5 110 25
m. m. mm mm
Diam. Ǿ 12 10
mm mm
It's OK Slab, h
>=
107
mm
Slab Reinforcement: Main Bar Temp. Bar Reinforcement Ratio: 1.4/fy <ρ> 0.0051 0.01
.75ρb 0.0278
Final Bar Spacing, mm
168
Final Temp. Bar S., mm
238 mm
239
168
204
275
204
12 mm sp. @
12 mm sp. @
168 mm. oc
0.75 h=
Temp.bars
1.5
168 mm. oc
12 mm sp. @
204 mm. oc
12 mm sp. @
204 mm. oc
0.75 m
110 mm
10 mm sp. @
238 mm. oc
12 mm sp. @ 275 mm. oc 12 mm sp. @ 239 mm. oc
SLAB SECTION DETAIL
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