H.W.2: 1,200 mm The load P produces an axial strain of -1,800 ue in post (2). Determine the axial strain in rod (1). (A) igid plate 480 mm 1.5 mm barc %3D 600 7. 300 mm 100000 300 mm 600 mm 135 S. 1,o8 AT 600 nd supported by two rods at A and n lia Ater load Pis anplia

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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lho
H.W.2:
1,200 mm
The load P produces an axial strain of -1,800 pe in post (2).
Determine the axial strain in rod (1).
(1)
rigid
plate
480 mm
bare
1.5 mm
600
7.
100000\
300 mm
300 mm
600 mm
(2)
S. 1,0 8
11
2,09
4 1,
nd supported by two rods at A and-
E naliad After load Pis applie
Transcribed Image Text:lho H.W.2: 1,200 mm The load P produces an axial strain of -1,800 pe in post (2). Determine the axial strain in rod (1). (1) rigid plate 480 mm bare 1.5 mm 600 7. 100000\ 300 mm 300 mm 600 mm (2) S. 1,0 8 11 2,09 4 1, nd supported by two rods at A and- E naliad After load Pis applie
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