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% (eyarnw, Jのかのビ,で Te 16f 180 'Ps: #1 The rods Shoan hove a diaueier of 1.5in.and a gae of termpeutue is increases by too , determne O ol in. betan te If the" a) The noml Stress in each rod

% (eyarnw, Jのかのビ,で Te 16f 180 'Ps: #1 The rods Shoan hove a diaueier of 1.5in.and a gae of termpeutue is increases by too , determne O ol in. betan te If the" a) The noml Stress in each rod

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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Fs = Cu Te 180 Ps: = #1 Ihe rods Shown hove a diammeier of 1.5in.and gne of Is a gae teraperutue is increases oy 400 , deterne O ol in. betaon tem. If tue a) The normul Stress in each rod b.) The new lengtu of facu rod 0.0lin -> t Brass Aluminum Sin- -1oin
Transcribed Image Text:Fs = Cu Te 180 Ps: = #1 Ihe rods Shown hove a diammeier of 1.5in.and gne of Is a gae teraperutue is increases oy 400 , deterne O ol in. betaon tem. If tue a) The normul Stress in each rod b.) The new lengtu of facu rod 0.0lin -> t Brass Aluminum Sin- -1oin
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