Assuming concrete is uncracked. Compute the bending stress in the extreme fiber of the beam offigure for bending moment 1x10°kg cm . Determine the cracking moment of the section.A = 10cm²%3DE, = 2*10°kg / cm²E = 2*10°kg / cm²%3D%3Df'. =1836kg / cm²%3D90 cm100 cm40 cm

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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, = 210°kg /cm² %3D E = 210°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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Question

Assuming concrete is uncracked. Compute the bending stress in the extreme fiber of the beam of
figure for bending moment 1x10°kg cm . Determine the cracking moment of the section.
A = 10cm²
%3D
E, = 2*10°kg / cm²
E = 2*10°kg / cm²
%3D
%3D
f'. =1836kg / cm²
%3D
90 cm
100 cm
40 cm

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