PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The cross-sectional area of each member is 1500 mm ² A 2.0 MA B 1.5M 4⁰ KN Fig. 1, 2.0 m E ISM D 2.0 m 50 KN F
PROB. 1. For the truss shown in Fig. 1, Calculate the stresses in members CE, DE and DF. The cross-sectional area of each member is 1500 mm ² A 2.0 MA B 1.5M 4⁰ KN Fig. 1, 2.0 m E ISM D 2.0 m 50 KN F
Chapter16: Moment-distribution Method
Section: Chapter Questions
Problem 7P
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Transcribed Image Text:PROB. 1. For the truss shown in Fig. 1, Calculate the
stresses in members CE, DE and DF. The
cross-sectional area of each member is 1500 mm²
2.0 M
B
с
1.5M
4⁰ KN
Fig. 1,
2.0 m
E
IS M
D 2.0 m
50 KN
F
Transcribed Image Text:PROB 2
For the truss shown in Fig. 2 Determine the stress
in member CE, CD and BD. The cross-sectional area of
F
each member is 850 mm².
2 m
B
2 m
20 KN
D 2 m
15 KN
F 2 m f
25 KN
1.5m
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