1a. Design a simply-supported one-way slab to carry a uniformly distributed live load of 600 psf and its self-weight. The span is 12 ft-long (from center-to-center of the supports). Use concrete with a compressive strength of 4,000 psi and Grade 60 steel bars. 1b. Re-design the slab of Problem 1 assuming the length of the slab is 4 ft. Comment on how the length affects your design. 1c. Re-design the slab of Problem 1 assuming fixed boundary conditions at one end and no support at the other end. Comment on how the boundary conditions affect your design.
1a. Design a simply-supported one-way slab to carry a uniformly distributed live load of 600 psf and its self-weight. The span is 12 ft-long (from center-to-center of the supports). Use concrete with a compressive strength of 4,000 psi and Grade 60 steel bars. 1b. Re-design the slab of Problem 1 assuming the length of the slab is 4 ft. Comment on how the length affects your design. 1c. Re-design the slab of Problem 1 assuming fixed boundary conditions at one end and no support at the other end. Comment on how the boundary conditions affect your design.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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