7.34 and 7.35 Use the virtual work method to determine the slope and deflection at point D of the beam shown. A Ţ 2.5 k/ft FIC P7 25 D7 61 16 ft- I=4,000 in.4 + B Hinge C -8 ft 8 ft- 1=3,000 in.4 35 k D
7.34 and 7.35 Use the virtual work method to determine the slope and deflection at point D of the beam shown. A Ţ 2.5 k/ft FIC P7 25 D7 61 16 ft- I=4,000 in.4 + B Hinge C -8 ft 8 ft- 1=3,000 in.4 35 k D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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