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)

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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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 KNQB
4 m
3 m
Figure PS.1
EA = constant
%3D
E = 200 GPa, A = 1500 mm
(ABH= 9.6 mm
Agy 2.13 mm)
Transcribed Image Text: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 KNQB 4 m 3 m Figure PS.1 EA = constant %3D E = 200 GPa, A = 1500 mm (ABH= 9.6 mm Agy 2.13 mm)
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