0:..H.W(3).png1. Determine the forces in the members of24 kNthe truss as shown in Fig. 7.EI.[Ans.12 kNFAE= 19.39 kN (T). FCE 12.928 kN (T).FDE = 6.46 kN (T). FAB 14.78 kN (C).Fac- 0.928 kN (C), Fen- 12.9 kN (C) andFRE - 12.928 kN (C).60"60 60°60°E4 m4 mFig. 7.EI

Answered: Image /qna-images/answer/dfba01d7-5bfe-4c1a-8aba-3d79277fe0f5.jpg

1. Determine the forces in the members of the truss as shown in Fig. 7.E1. Ans. 24 kN FAE= 19.39 kN (T). FCE= 12.928 kN (T). 12 kN FDE=6.46 kN (T), FAB 14.78 kN (C). 0.928 kN (C), FeD- 12.9 kN (C) and BE 12.928 kN (C). 60° 60 60° 60 E 4 m 4 m to Fig. 7.EI

1. Determine the forces in the members of the truss as shown in Fig. 7.E1. Ans. 24 kN FAE= 19.39 kN (T). FCE= 12.928 kN (T). 12 kN FDE=6.46 kN (T), FAB 14.78 kN (C). 0.928 kN (C), FeD- 12.9 kN (C) and BE 12.928 kN (C). 60° 60 60° 60 E 4 m 4 m to 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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Concept explainers

Mechanics of Solids

It is the study of the behavior of solid materials, their characteristics under various circumstances such as variation in external forces, temperature, and other internal factors. It is one of most important study in the field of engineering science, especially chemistry and mechanical engineering. In rigid body, the idealization of the solid body in which deformation is neglected. Deformation is known as the force acting on the solid state system which exerts change in its shape of the body but it continues to be at rest or in a uniform motion but it cannot accelerate. But those solid systems do have elasticity, compressibility and can be bent. This field is very vast since there are wide range of materials around us.

Question

0:..
H.W(3).png
1. Determine the forces in the members of
24 kN
the truss as shown in Fig. 7.EI.
[Ans.
12 kN
FAE= 19.39 kN (T). FCE 12.928 kN (T).
FDE = 6.46 kN (T). FAB 14.78 kN (C).
Fac- 0.928 kN (C), Fen- 12.9 kN (C) and
FRE - 12.928 kN (C).
60"
60 60°
60°
E
4 m
4 m
Fig. 7.EI

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