Consider a plate with a variable cross section supporting a load of 1500 lb, as shown...
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Consider a plate with a variable cross section supporting a load of 1500 lb, as shown in the accompanying figure. Using direct formulation, determine the deflection of the bar at loca tions y = 2.5 in, y = 7.5 in. and y 10 in. The plate is made of a material with a modulus of elasticity E 10.6 x 10' ksi. 10 in. 4 in. 1500 lb thickness=0.125 in. 25 in. 5 in. Consider a plate with a variable cross section supporting a load of 1500 lb, as shown in the accompanying figure. Using direct formulation, determine the deflection of the bar at loca tions y = 2.5 in, y = 7.5 in. and y 10 in. The plate is made of a material with a modulus of elasticity E 10.6 x 10' ksi. 10 in. 4 in. 1500 lb thickness=0.125 in. 25 in. 5 in.
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South-Western Federal Taxation 2020 Comprehensive
ISBN: 9780357109144
43rd Edition
Authors: David M. Maloney, William A. Raabe, James C. Young, Annette Nellen, William H. Hoffman
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