Q-2: A rectangular concrete beam of width, b= 32-inch is limited by architectural consideration to maximum total depth, h=18-inch. It must carry a total factored load moment M. 600 kips-ft. Determine the moment carried out by the compression reinforcement (M₁). Allow 3.50-inch to the center of the bars from the compression or tension face of the beam. Materials strength are f= 5 ksi, and fy=60 ksi and Given, p=0.0191, p=0.85. Given Formulations: A, = pbd Asfy 0.85feb M₁ = Asfy (d-2) M₁L Mn M₁ =

Q-2: A rectangular concrete beam of width, b= 32-inch is limited by architectural consideration to maximum total depth, h=18-inch. It must carry a total factored load moment M. 600 kips-ft. Determine the moment carried out by the compression reinforcement (M₁). Allow 3.50-inch to the center of the bars from the compression or tension face of the beam. Materials strength are f= 5 ksi, and fy=60 ksi and Given, p=0.0191, p=0.85. Given Formulations: A, = pbd Asfy 0.85feb M₁ = Asfy (d-2) M₁L Mn M₁ =

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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