2.12 The timber member has a cross-sectional area of 1750 mm² and its modulus of elasticity is 12 GPa. Compute the change in the total length of the member after the loads shown are applied. 40 kN 35 kN 20 kN D A |+1.5 m→ 3 m 3 m

2.12 The timber member has a cross-sectional area of 1750 mm² and its modulus of elasticity is 12 GPa. Compute the change in the total length of the member after the loads shown are applied. 40 kN 35 kN 20 kN D A |+1.5 m→ 3 m 3 m

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Question

Simple stressa nd strain problem! Pleasee help

2.12 The timber member has a cross-sectional area of 1750 mm² and its modulus
of elasticity is 12 GPa. Compute the change in the total length of the member after
the loads shown are applied.
40 kN
35 kN
20 kN
D
A
+1.5 m→
3 m
3 m

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