1. Determine the forces in the members ofthe truss as shown in Fig. 7.E1.24 kNAns.B12 kNFE = 19.39 kN (T), FCE=12.928 kN (T),FDE - 6,46 kN (T). FaR- 14.78 kN (C),Fre = 0.928 kN (C), Fe= 12.9 kN (C) andFBE- 12.928 kN (C).%3DAB606060E4. m4 mFig. 7.EI

Answered: Image /qna-images/answer/024a9b99-fa78-44bd-805d-286239ffd7bb.jpg

1. Determine the forces in the members of the truss as shown in Fig. 7.E1. Ans. FAE 19.39 kN (T), FeE 12.928 kN (T). FOE 6.46 kN (T). Fan-14.78 kN (C). Fne-0.928 kN (C), Fen 12.9 kN (C) and FRE 12.928 kN (C). 24 N 12 kN 60 60 60" 60 E 4 m 4 m Fig. 7.EI

1. Determine the forces in the members of the truss as shown in Fig. 7.E1. Ans. FAE 19.39 kN (T), FeE 12.928 kN (T). FOE 6.46 kN (T). Fan-14.78 kN (C). Fne-0.928 kN (C), Fen 12.9 kN (C) and FRE 12.928 kN (C). 24 N 12 kN 60 60 60" 60 E 4 m 4 m Fig. 7.EI

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

1. Determine the forces in the members of
the truss as shown in Fig. 7.E1.
24 kN
Ans.
B
12 kN
FE = 19.39 kN (T), FCE=12.928 kN (T),
FDE - 6,46 kN (T). FaR- 14.78 kN (C),
Fre = 0.928 kN (C), Fe= 12.9 kN (C) and
FBE- 12.928 kN (C).
%3D
AB
60
60
60
E
4. m
4 m
Fig. 7.EI

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