Q-2 For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm4 ] shown in Figure below, assuming a length L = 6 m, concentrated load of 40 kN, and a distributed load w = 30 kN/m, (a) Use the double-integration method to determine the deflection at B. (b) Use the method of Castigliano to determine the deflection at B.
Q-2 For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm4 ] shown in Figure below, assuming a length L = 6 m, concentrated load of 40 kN, and a distributed load w = 30 kN/m, (a) Use the double-integration method to determine the deflection at B. (b) Use the method of Castigliano to determine the deflection at B.
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter11: Columns
Section: Chapter Questions
Problem 11.2.15P: Repeat Problem 11.2-14 using L = 12 ft, ß = 0.25 kips/in., ßRl= 1.5ßL2, and ßR2= 2 ßR1.
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Q-2 For the simply supported steel beam [E = 200 GPa; I = 129 × 106 mm4
] shown
in Figure below, assuming a length L = 6 m, concentrated load of 40 kN, and a
distributed load w = 30 kN/m,
(a) Use the double-integration method to determine the deflection at B.
(b) Use the method of Castigliano to determine the deflection at B.
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