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(Note: @ does not include beam weight) @D = 2 kip/ft @= 4 kip/ft 12 ft P₁ = 10 kips (A) f = 5,000 psi; fy = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 2 in. 28 in. 3 # 11 bars 12 in. 30 in. a) Determine the required shear reinforcement at the most critical section b) Find the location on the beam at which shear reinforcement is not needed

(Note: @ does not include beam weight) @D = 2 kip/ft @= 4 kip/ft 12 ft P₁ = 10 kips (A) f = 5,000 psi; fy = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 2 in. 28 in. 3 # 11 bars 12 in. 30 in. a) Determine the required shear reinforcement at the most critical section b) Find the location on the beam at which shear reinforcement is not needed

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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(Note: @ does not include beam weight) @D = 2 kip/ft @₁ = 4 kip/ft 12 ft P₁ = 10 kips (A) f=5,000 psi; fy 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 2 in. 28 in 3 # 11 bars 12 in. 30 in. a) Determine the required shear reinforcement at the most critical section b) Find the location on the beam at which shear reinforcement is not needed
Transcribed Image Text:(Note: @ does not include beam weight) @D = 2 kip/ft @₁ = 4 kip/ft 12 ft P₁ = 10 kips (A) f=5,000 psi; fy 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 2 in. 28 in 3 # 11 bars 12 in. 30 in. a) Determine the required shear reinforcement at the most critical section b) Find the location on the beam at which shear reinforcement is not needed
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