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-

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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.
20 kN
De
40 kN
35 kN
A
B
+1.5 m-
3 m
-3 m
FIG. P2.12

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