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DETERMINE HE FORCE IN EACH MEMBERS 104 kip 12ft Cece kip 12ft 12ft

DETERMINE HE FORCE IN EACH MEMBERS 104 kip 12ft Cece kip 12ft 12ft

Structural Analysis
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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Please help me with the following question. You can use the second photo as reference and please put the whole process and solution because I’m having a difficulty with understanding it. Thank you very much.

 

Determine the force in each member. 

 

METHOD OF SECTIONS - PROBLEMS SOLUTION PROBLEM NO.1 : Determine the axial forces in members CD, CJ, and IJ. Determine the force of the members CF and CG. 1 m M G K L 100 kN D M G K L 100 kN Free- Body Diagram METHOD OF SECTIONS - PROBLEMS SOLUTION PROBLEM NO.1: Determine the axial forces in members CD, CJ, and IJ. Determine the force of the members CF and CG. B F M G H JK 100 kN EF, = -TcD - TCJ cos 45° – T = 0, EF, = TCI sin 45° -100 kN = 0, Tep D EMpoint / = (1 m)TcD - (3 m)(100 kN) = 0. %3D 45° K L Tco = 300 KN (T); Το- 141 ΚN (T1; 100 kN Ty = -400 KN (C)
Transcribed Image Text:METHOD OF SECTIONS - PROBLEMS SOLUTION PROBLEM NO.1 : Determine the axial forces in members CD, CJ, and IJ. Determine the force of the members CF and CG. 1 m M G K L 100 kN D M G K L 100 kN Free- Body Diagram METHOD OF SECTIONS - PROBLEMS SOLUTION PROBLEM NO.1: Determine the axial forces in members CD, CJ, and IJ. Determine the force of the members CF and CG. B F M G H JK 100 kN EF, = -TcD - TCJ cos 45° – T = 0, EF, = TCI sin 45° -100 kN = 0, Tep D EMpoint / = (1 m)TcD - (3 m)(100 kN) = 0. %3D 45° K L Tco = 300 KN (T); Το- 141 ΚN (T1; 100 kN Ty = -400 KN (C)
1. DETERMINE PHE FORCE (N EACH MEMBERS QFt の 104 kip 12ft Cace kip 9ft イ2f4 12ft
Transcribed Image Text:1. DETERMINE PHE FORCE (N EACH MEMBERS QFt の 104 kip 12ft Cace kip 9ft イ2f4 12ft
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