E 4 m C D 4 m A B 3 m- а - 1.2 (10-5у°С
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Determine the horizontal deflection at joint E of the truss shown in Fig.P7.16 if member BC is 18 mm too long and member CE is 15 mm too short. Use the method of virtual work
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