120 kN 240 kN 8 m 6 m P8.3
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the truss in Figure P8.3, compute the horizon-
tal and vertical components of the displacement of joint
C. The area of all bars = 2500 mm2
, and E = 200 GPa.
Transcribed Image Text:120 kN
240 kN
8 m
6 m
P8.3
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