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28 kips 28 kips A CE к 16 кips 10 ft DI 8 ft 8 ft 8 ft 8 ft 8 ft

28 kips 28 kips A CE к 16 кips 10 ft DI 8 ft 8 ft 8 ft 8 ft 8 ft

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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Determine the forces in members EF, GH and GI of the truss shown & designate whether the member is Tension or Compression.

28 kips 28 kips CE G к 16 Кips 10 ft F 8 ft 8 ft 8 ft 8 ft 8 ft O EF = 5 kips (C), GI = 10.4 kips (C), GH = 33 kips (C) %3D O EF = 5 kips (C), GI = 10.4 kips (T), GH = 33 kips (C) O EF = 5 kips (T), GI = 10.4 kips (C), GH = 33 kips (T) O EF = 5 kips (C), GI = 10.4 kips (C), GH = 33 kips (T) O EF = 5 kips (T), GI = 10.4 kips (T), GH = 33 kips (C) O EF = 5 kips (T), GI = 10.4 kips (C), GH = 33 kips (C) EF = 5 kips (C), GI = 10.4 kips (T), GH = 33 kips (T) EF = 5 kips (T), GI = 10.4 kips (T), GH = 33 kips (T)
Transcribed Image Text:28 kips 28 kips CE G к 16 Кips 10 ft F 8 ft 8 ft 8 ft 8 ft 8 ft O EF = 5 kips (C), GI = 10.4 kips (C), GH = 33 kips (C) %3D O EF = 5 kips (C), GI = 10.4 kips (T), GH = 33 kips (C) O EF = 5 kips (T), GI = 10.4 kips (C), GH = 33 kips (T) O EF = 5 kips (C), GI = 10.4 kips (C), GH = 33 kips (T) O EF = 5 kips (T), GI = 10.4 kips (T), GH = 33 kips (C) O EF = 5 kips (T), GI = 10.4 kips (C), GH = 33 kips (C) EF = 5 kips (C), GI = 10.4 kips (T), GH = 33 kips (T) EF = 5 kips (T), GI = 10.4 kips (T), GH = 33 kips (T)
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