Need some help with this question seeing how the calculations are done 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 olib18srla bris 2922szta lemon gniteQ.NI bas 8.1mistlabaseente a ni inicABgnibeol Isixsid tot baa l4"25"previous(c)P₂ = 1200 lbybod89stom ZZSÍNUarsidorone Isixeil TI noitos200 lb (axialP₁= 12,000 lb (axial load)ange siqmie(242)1-001 A INIPROBLEM 17.3ming leestal bas lesinev o oddue al to lobimdeuoubto

Given Data - Cross section of Bar = 1 × 4 inch Load P1 = 12000 lb . P2 =1200 lb Find - Combined…

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)

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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