3. A tee-shaped flexural member (Fig. 3a) is subjected to an internal axial force of 2,200 lb + ((Student IDx100), an in
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3. A tee-shaped flexural member (Fig. 3a) is subjected to an internal axial force of 2,200 lb + ((Student IDx100), an in
3. A tee-shaped flexural member (Fig. 3a) is subjected to an internal axial force of 2,200 lb + ((Student IDx100), an internal shear force of 1,600 lb + (Student IDx100), and an internal bending moment of 4,000 lb-ft + (Student IDx 100), as shown in Fig. 3b. Determine the normal and shear stresses at point H, which is located 1.5 in +(Student IDx0.1). 4,000 lb-ft 1.50 in. 2,200 R 1,600 16 Fig. 3a Fig. 3b
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