PL = 10 kips Wn = 2 kip/ft @ = 4 kip/ft %3D 3 # 11 bars (A) 2 in. 12 ft 30 in. 28 in. f = 5,000 psi; f, = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 12 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

PL = 10 kips Wn = 2 kip/ft @ = 4 kip/ft %3D 3 # 11 bars (A) 2 in. 12 ft 30 in. 28 in. f = 5,000 psi; f, = 60,000 psi Unit weight of concrete = 150 lb/cu.ft. 12 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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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