3. A tee-shaped flexural member (Fig. 3a) is subjected to an internal axial force of 3,200 lb, an internal shear force o
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3. A tee-shaped flexural member (Fig. 3a) is subjected to an internal axial force of 3,200 lb, an internal shear force o
3. A tee-shaped flexural member (Fig. 3a) is subjected to an internal axial force of 3,200 lb, an internal shear force of 2,600 lb, and an internal bending moment of 5,000 lb-ft, as shown in Fig. 3b. Determine the normal and shear stresses at point H, which is located 5 in. 6 in. I in 4,000 lb-ft 1.50 in. 6 in 1,600 I Fig. 3a 2,200 lb Fig. 3b
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