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

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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 th 18,S00 f-lb 125 v Figure 6 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 th 18,S00 f-lb 125 v Figure 6

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