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)
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)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Need some help with this question seeing how the calculations are done

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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