1- For the beam shown in Figure P-1 draw shear and moment diagrams. If the maximum positive moment for the beam is 1,200 lb-ft and the maximum negative moment is 1,600 lb-ft determine the maximum tensile and compressive stresses in the beam. 2 - A composite beam is constructed of a wood beam 6 in. wide and 8 in. deep reinforced on the bottom by a 0.5 in. steel plate (Figure P-2). The modulus of elasticity for wood is Ew= 1,200 ksi and for the steel is E, = 30,000 ksi. Find the allowable moment Mallow for the beam if the allowable stress in the wood is ow= 1600 psi, and in the steel is o, = 15,000 psi.
1- For the beam shown in Figure P-1 draw shear and moment diagrams. If the maximum positive moment for the beam is 1,200 lb-ft and the maximum negative moment is 1,600 lb-ft determine the maximum tensile and compressive stresses in the beam. 2 - A composite beam is constructed of a wood beam 6 in. wide and 8 in. deep reinforced on the bottom by a 0.5 in. steel plate (Figure P-2). The modulus of elasticity for wood is Ew= 1,200 ksi and for the steel is E, = 30,000 ksi. Find the allowable moment Mallow for the beam if the allowable stress in the wood is ow= 1600 psi, and in the steel is o, = 15,000 psi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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