A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa all over the 4.0 m x 18 m light storage area. The slab is restrained. The concrete to be used has strength of 28 MPa (normal weight). The main reinforcement has yield strength of 350 MPa. Use concrete cover of 20 mm. The thickness uses a multiple of 10 mm. The main reinforcement used is 16 mm in diameter. The shrinkage and temperature reinforcement used is 12 mm in diameter. The unit weight of concrete is 23.6 kN per cubic meter. Using USD, Determine the spacing of 12 mm main rebar at the midspan
A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa all over the 4.0 m x 18 m light storage area. The slab is restrained. The concrete to be used has strength of 28 MPa (normal weight). The main reinforcement has yield strength of 350 MPa. Use concrete cover of 20 mm. The thickness uses a multiple of 10 mm. The main reinforcement used is 16 mm in diameter. The shrinkage and temperature reinforcement used is 12 mm in diameter. The unit weight of concrete is 23.6 kN per cubic meter. Using USD, Determine the spacing of 12 mm main rebar at the midspan
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa all over the 4.0 m x
18 m light storage area. The slab is restrained. The concrete to be used has strength of 28 MPa (normal weight). The
main reinforcement has yield strength of 350 MPa. Use concrete cover of 20 mm. The thickness uses a multiple of 10
mm. The main reinforcement used is 16 mm in diameter. The shrinkage and temperature reinforcement used is 12 mm
in diameter. The unit weight of concrete is 23.6 kN per cubic meter. Using USD,
Determine the spacing of 12 mm main rebar at the midspan
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