For question 3.5, the vertical deflection of joint B is approximately equal to 0.0942m 0.1246m 0.0693m 0.0936m For question 3.6, the horizontal deflection of joint C is nearest to 0.0942m 0.1246m 0.0693m 0.0936m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem of Modules 3.5 and 3.6: Analyze the determinate truss, and answer questions 3.5 and
3.6.
40KN
Determinate Truss
60 ©
30
2m
A = 0.00001m?, and E = 200x10° KN/m²
For question 3.5, the vertical deflection of joint B is approximately equal to *
0.0942m
0.1246m
0.0693m
0.0936m
For question 3.6, the horizontal deflection of joint C is nearest to *
0.0942m
0.1246m
0.0693m
0.0936m
Transcribed Image Text:Problem of Modules 3.5 and 3.6: Analyze the determinate truss, and answer questions 3.5 and 3.6. 40KN Determinate Truss 60 © 30 2m A = 0.00001m?, and E = 200x10° KN/m² For question 3.5, the vertical deflection of joint B is approximately equal to * 0.0942m 0.1246m 0.0693m 0.0936m For question 3.6, the horizontal deflection of joint C is nearest to * 0.0942m 0.1246m 0.0693m 0.0936m
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