A,- 150 mm E,- 200 GPa 3 m A,- ? 400 mm (1) E,- 70 GPa 1.8 m (2) 0.7 m 0.3 m 1.8 m A,= 400 mm'(3) E, - 70 GP 80 kN
A,- 150 mm E,- 200 GPa 3 m A,- ? 400 mm (1) E,- 70 GPa 1.8 m (2) 0.7 m 0.3 m 1.8 m A,= 400 mm'(3) E, - 70 GP 80 kN
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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STRENGTH OF MATERIALS (NO EXPLANATION NEEDED. THUMBS UP WILL BE GIVEN)
For the given system, Member (1) undergoes a linear deformation (in mm) equal to
a. 2.4x10^3
b. 2.4
c. 3.6
d. 3.6x10^3
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