CHAP. 7] کیجا f. TRUSSES AND CABLES Solve for the forces in kips in the members CE and DF in the truss of Fig. 7-36. All triangles are equilateral. Use the method of sections. Ans. CE-4.04 KT. DF-4.04 K C 1K 10 B C 2K D 10 E 2 K Fig. 7-36 F 10' G IK H 111 10'

CHAP. 7] کیجا f. TRUSSES AND CABLES Solve for the forces in kips in the members CE and DF in the truss of Fig. 7-36. All triangles are equilateral. Use the method of sections. Ans. CE-4.04 KT. DF-4.04 K C 1K 10 B C 2K D 10 E 2 K Fig. 7-36 F 10' G IK H 111 10'

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

Matrix Algebra for Structural analysis

Structural analysis is a process in which the effects of different loads and internal forces, acting on structures and their elements are determined. This method of analysis is effective in detecting the failure loads of the structural elements and the design can be altered before commencing the construction process, which ensures proper strength and safety of the structures.

Question

CHAP. 7]
دیا
jest.
TRUSSES AND CABLES
Solve for the forces in kips in the members CE and DF in the truss of Fig. 7-36. All triangles are
equilateral. Use the method of sections. Ans. CE-4.04 KT. DF=4.04 K C
IK
10'
B
с
2K
D
10′
E
2 K
Fig. 7-36
10'
G
IK
H
111
10'

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