(Note: @, does not include beam weight) PL = 10 kips %3D Wp = 2 kip/ft O = 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. Determine the deflection at the free end (A) of the cantilever concrete beam due to Dead Load plus Live Load

(Note: @, does not include beam weight) PL = 10 kips %3D Wp = 2 kip/ft O = 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. Determine the deflection at the free end (A) of the cantilever concrete beam due to Dead Load plus Live Load

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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