Problem 1 Consider a 3 m span simply supported slab. The slab is subjected to a uniform dead load (not including the self-weight), wp = 2.5 kPa and a live load w = 4.8 kPa. Design the slab to resist the applied loads according to the CSA A23.3-14 requirements. Use f = 30 MPa, fy = 400 MPa.
Problem 1 Consider a 3 m span simply supported slab. The slab is subjected to a uniform dead load (not including the self-weight), wp = 2.5 kPa and a live load w = 4.8 kPa. Design the slab to resist the applied loads according to the CSA A23.3-14 requirements. Use f = 30 MPa, fy = 400 MPa.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Problem 1 Consider a 3 m span simply supported slab. The slab is subjected to a uniform dead load
(not including the self-weight), wp = 2.5 kPa and a live load wL = 4.8 kPa.
Design the slab to resist the applied loads according to the CSA A23.3-14 requirements.
Use f = 30 MPa, fy = 400 MPa.
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