Problems 8.1: Use the virtual work method to determine the horizontal and vertical deflections at joint B of the truss shown in Fig. P8.1. 120 kN B 4 m Figure P8.1 * 3 m EA = constant E = 200 GPa, A = 1500 mm %3D (ABH= 9.6 mm- Agy= 2.13 mm)
Problems 8.1: Use the virtual work method to determine the horizontal and vertical deflections at joint B of the truss shown in Fig. P8.1. 120 kN B 4 m Figure P8.1 * 3 m EA = constant E = 200 GPa, A = 1500 mm %3D (ABH= 9.6 mm- Agy= 2.13 mm)
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 59P
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