Compute Nominal Moment Capacity of the following L beam Slab (flange) thickness = 4 in. Center to center distance of web = 13 ft. Web width = 12 in. Total thickness (flange + web) = 26 in. Depth, d = 22 in. dt = 23 in. Reinforcement 6- # 7 bars. Compressive strength = 4500 psi. Yield strength of steel = 60000 psi. Span = 25 ft. ACI Code
Compute Nominal Moment Capacity of the following L beam Slab (flange) thickness = 4 in. Center to center distance of web = 13 ft. Web width = 12 in. Total thickness (flange + web) = 26 in. Depth, d = 22 in. dt = 23 in. Reinforcement 6- # 7 bars. Compressive strength = 4500 psi. Yield strength of steel = 60000 psi. Span = 25 ft. ACI Code
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Compute Nominal Moment Capacity of the following L beam
Slab (flange) thickness = 4 in. Center to center distance of web = 13 ft. Web width = 12 in. Total thickness (flange + web) = 26 in. Depth, d = 22 in. dt = 23 in. Reinforcement 6- # 7 bars. Compressive strength = 4500 psi. Yield strength of steel = 60000 psi. Span = 25 ft.
ACI Code
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