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 intensity125 lb/ft acting along the entire length of the beam, a concentrated load of magnitude 7500 lb acting at a point 3ft from the right-hand support, and a moment at A of 18,500 ft-lb (see Figure 6). Determine the minimumallowable value of h if the allowable stresses in bending and shear, respectively, are 2250 psi and 160 psi.7500 lb3 ft-18,500 ft-lbb=8 in125 lb/ft10 ftFigure 6

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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

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

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