Q1- the reinforced flat plate roof slab system that shownin figure. Supports a service live load of 1.5 kN / m2 and a service superimposed dead load of 3.4 kN / m? in addition to its own weight. The slab is supported along its outer edges by a brick wall. Slab thickness is 200mm and wall thickness is 240mm. all interior columns are 300x600 mm. Using the ACI direct design method, design and detail the column strip top bars required at the continuous edges of strip A shown in the plan. Use fe-22 MPa andf-400MP.
Q1- the reinforced flat plate roof slab system that shownin figure. Supports a service live load of 1.5 kN / m2 and a service superimposed dead load of 3.4 kN / m? in addition to its own weight. The slab is supported along its outer edges by a brick wall. Slab thickness is 200mm and wall thickness is 240mm. all interior columns are 300x600 mm. Using the ACI direct design method, design and detail the column strip top bars required at the continuous edges of strip A shown in the plan. Use fe-22 MPa andf-400MP.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q1- the reinforced flat plate roof slab system that shownin figure. Supports a service live load of 1.5 kN / m2 and a service superimposed dead load of 3.4 kN / m? in addition to its own weight. The slab is supported along its outer edges by a brick wall. Slab thickness is 200mm and wall thickness is 240mm. all interior columns are 300x600 mm. Using the ACI direct design method, design and detail the column strip top bars required at the continuous edges of strip A shown in the plan. Use fe-22 MPa andf-400MP.
Transcribed Image Text:5.3m
300mm
600mm
6m
5.3m
4.6m
5m
4.6m
Strip A
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