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Ib/ft acting along the entire length of the beam, a concentrated om the right-hand support, and a moment at A of 18,500 ft-lb (s wable value of h if the allowable stresses in bending and shear,i 7500 lb 18,500 ft-lb 3 ft 125 lb/ft

Ib/ft acting along the entire length of the beam, a concentrated om the right-hand support, and a moment at A of 18,500 ft-lb (s wable value of h if the allowable stresses in bending and shear,i 7500 lb 18,500 ft-lb 3 ft 125 lb/ft

Structural Analysis
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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Express your calculations in 4 decimal places.

A wood beam AB on simple supports with span length equal to 10 ft is subjected to a uniform load of intensity 125 lb/ft acting along the entire length of the beam, a concentrated load of magnitude 7500 lb acting at a point 3 ft from the right-hand support, and a moment at A of 18,500 ft-lb (see Figure 6). Determine the minimum allowable value of h if the allowable stresses in bending and shear, respectively, are 2250 psi and 160 psi. 7500 lb 3 ft- 18,500 ft-lb b=8 in 125 lb/ft 10 ft Figure 6
Transcribed Image Text:A wood beam AB on simple supports with span length equal to 10 ft is subjected to a uniform load of intensity 125 lb/ft acting along the entire length of the beam, a concentrated load of magnitude 7500 lb acting at a point 3 ft from the right-hand support, and a moment at A of 18,500 ft-lb (see Figure 6). Determine the minimum allowable value of h if the allowable stresses in bending and shear, respectively, are 2250 psi and 160 psi. 7500 lb 3 ft- 18,500 ft-lb b=8 in 125 lb/ft 10 ft Figure 6
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