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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe0a71f72-c283-4ebd-bde9-36f236816859%2F1af018e2-0609-4046-b09d-35c50251d5f6%2Fi4w2s9h_processed.png&w=3840&q=75)
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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