EBK STRUCTURAL ANALYSIS
EBK STRUCTURAL ANALYSIS
10th Edition
ISBN: 8220106821596
Author: HIBBELER
Publisher: PEARSON
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Chapter 4, Problem 4.20P
To determine

The shear and moment in the beam as a function of x.

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6-1 For the rectangular beam shown in Fig. P6-1, (a) Draw a shear-force diagram. (b) Assuming the beam is uncracked, show the direction of the principal tensile stresses at middepth at points A, B, and C. (c) Sketch, on a drawing of the beam, the inclined cracks that would develop at A, B, and C. 10 kips A B 1 kip/ft 7.5 ft Fig. P6-1 + 7.5 ft 6 ft 10 kips
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