Set C Problem No.1. The normal stress on plane pq of a prismatic bar in tension(see figure) is found to be 5700 psi. On plane rs, which makes anangle B=30° with plane pq, the stress is found to be 3500 psi. Determinethe maximum normal stress ơmax and maximum shear stress Tmax in thebar.P30°PProblem No. 2. A 150-mm-wide steel bar with a butt-welded joint, asshown.SETLOAD PNORMAL STRESSSHEAR STRESSA220 kN95 MPa45 MPaВ185 kN85 MPa35 MPaC205 kN80 MPa40 MPa

Given DataP=205kNσn=80MPaτ=40MPaθ=57{taken} C section taken for computing the minimum thickness

Answered: Problem No. 2. A 150-mm-wide steel bar…

Problem No. 2. A 150-mm-wide steel bar with a butt-welded joint, as shown. SET LOAD P NORMAL STRESS SHEAR STRESS A 220 kN 95 MPa 45 MPa В 185 kN 85 MPa 35 MPa C 205 kN 80 MPa 40 MPa

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.6.17P: Acting on the sides of a stress element cut from a bar in uniaxial stress are tensile stresses of...

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