Assuming concrete is uncracked. Compute the bending stress in the extreme fiber of the beam of figure for bending moment 1×10°kg .cm . Determine the cracking moment of the section. A = 10cm? E, = 2*10°kg /cm² %3D E = 2*10°kg / cm² %3D f' =1836kg / cm² %3D
Assuming concrete is uncracked. Compute the bending stress in the extreme fiber of the beam of figure for bending moment 1×10°kg .cm . Determine the cracking moment of the section. A = 10cm? E, = 2*10°kg /cm² %3D E = 2*10°kg / cm² %3D f' =1836kg / cm² %3D
Traffic and Highway Engineering
5th Edition
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Garber, Nicholas J.
Chapter20: Design Of Rigid Pavements
Section: Chapter Questions
Problem 12P
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