Please answer asap. Will rate immediately. Thank youuu A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa all over the 4.0m x 18m light storage area. The slab is restrained. The concrete to be used has strength of 28MPa (normal weight). The main reinforcement has yield strength of 350MPa. Use concrete cover of 20mm. The thickness uses a multiple of 10mm. The main reinforcement used us 16mm in diameter. The shrinkage and temperature reinforcement used is 12mm in dia. The unit weight of concrete is 23.6 kN per cubic meter. Using USD, 1. Determine the spacing of 10mm temperature and shrinkage rebar. 2. Determine the ultimate pressure that the slab will carry 3. Determine the spacing of 12mm main rebar at the midspan 4. Determine the spacing of 12mm main rebar at the support.
Please answer asap. Will rate immediately. Thank youuu A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa all over the 4.0m x 18m light storage area. The slab is restrained. The concrete to be used has strength of 28MPa (normal weight). The main reinforcement has yield strength of 350MPa. Use concrete cover of 20mm. The thickness uses a multiple of 10mm. The main reinforcement used us 16mm in diameter. The shrinkage and temperature reinforcement used is 12mm in dia. The unit weight of concrete is 23.6 kN per cubic meter. Using USD, 1. Determine the spacing of 10mm temperature and shrinkage rebar. 2. Determine the ultimate pressure that the slab will carry 3. Determine the spacing of 12mm main rebar at the midspan 4. Determine the spacing of 12mm main rebar at the support.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Please answer asap. Will rate immediately. Thank youuu
A slab panel is carrying a superimposed dead load of 2.70 kPa and superimposed live load of 6.0 kPa all over the 4.0m x 18m light storage area. The slab is restrained. The concrete to be used has strength of 28MPa (normal weight). The main reinforcement has yield strength of 350MPa. Use concrete cover of 20mm. The thickness uses a multiple of 10mm. The main reinforcement used us 16mm in diameter. The shrinkage and temperature reinforcement used is 12mm in dia. The unit weight of concrete is 23.6 kN per cubic meter. Using USD,
1. Determine the spacing of 10mm temperature and shrinkage rebar.
2. Determine the ultimate pressure that the slab will carry
3. Determine the spacing of 12mm main rebar at the midspan
4. Determine the spacing of 12mm main rebar at the support.
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