Problem of Modules 3.5 and 3.6: Analyze the determinate truss, and answer questions 3.5 and 3.6. For question 3.5, the vertical deflection of joint B is approximately equal to * 40KN Determinate Truss 30 60 2m A = 0.00001m2, and E = 200x10° KN/m2
Problem of Modules 3.5 and 3.6: Analyze the determinate truss, and answer questions 3.5 and 3.6. For question 3.5, the vertical deflection of joint B is approximately equal to * 40KN Determinate Truss 30 60 2m A = 0.00001m2, and E = 200x10° KN/m2
Chapter7: Deflections Of Trusses, Beams, And Frames: Work-energy Methods
Section: Chapter Questions
Problem 28P
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For question 3.6, the horizontal deflection of joint C is nearest to
Transcribed Image Text:Problem of Modules 3.5 and 3.6: Analyze the determinate truss, and
answer questions 3.5 and 3.6. For question 3.5, the vertical deflection of
joint B is approximately equal to *
| 40KN
Determinate Truss
30
60 ©
2m
A = 0.00001m2, and E = 200x106 KN/m2
%3D
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