17.3 A 1-in.-by-4-in. steel bar is subjected to the loads show Calculate the combined stresses at points A and B. (laoidqatgimase 10) Isoldiging a al sloup idoM est bas 8. 185rla bris 29229zja lemon gaite boesentes ni inic 11/4/1 gnibeol letxsid tot bas l to bod Jenistis A B sa ai avsdam sto prev 25" P₂ = 1200 lb sw. ant pales (c) Re ybod sido (axial n98 Isixsi8 S.VI noitos load) P₁ = 12,000 lb (axial 1-001 A 1. ange siqmie a no used admin (242)

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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17.3 A 1-in.-by-4-in. steel bar is subjected to the loads shown.
Calculate the combined stresses at points A and B.
(Isoldgengimase 10) leoldgeng a al olib
18srla bris 2922szta lemon gnite
Q.NI bas 8.1
mistla
baseente a ni inic
A
B
gnibeol Isixsid tot baa l
4"
25"
previous
(c)
P₂ = 1200 lb
ybod
89
stom ZZSÍNU
arsidor
one Isixeil TI noitos2
00 lb (axial
P₁= 12,000 lb (axial load)
ange siqmie
(242)
1-001 A INI
PROBLEM 17.3ming leestal bas lesinev o oddue al to lo
bim
deuoub
to
Transcribed Image Text:17.3 A 1-in.-by-4-in. steel bar is subjected to the loads shown. Calculate the combined stresses at points A and B. (Isoldgengimase 10) leoldgeng a al olib 18srla bris 2922szta lemon gnite Q.NI bas 8.1 mistla baseente a ni inic A B gnibeol Isixsid tot baa l 4" 25" previous (c) P₂ = 1200 lb ybod 89 stom ZZSÍNU arsidor one Isixeil TI noitos2 00 lb (axial P₁= 12,000 lb (axial load) ange siqmie (242) 1-001 A INI PROBLEM 17.3ming leestal bas lesinev o oddue al to lo bim deuoub to
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