% (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
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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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