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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![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)](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fbed6a52f-25ca-484c-bee5-516f1fa7a74d%2Fc542e7e4-e731-42d2-a20f-c9cc66427510%2Fnh0cfxk_processed.jpeg&w=3840&q=75)
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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