The stresses acting on element B (see figure part a) on the web of a wide-flange beam are found to be o = 11,000 psi in compression in the horizontal direction and oy = 2,600 psi in compression in the vertical direction (see figure part b). Also, shear stresses of magnitude Tzy = 3,200 psi, act in the directions shown.BSideCrossViewSection(b)(а)Determine the stresses acting on an element oriented at a counterclockwise angle of 45" from the horizontal. Round your answers to one decimal place.psipsipsi

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The stresses acting on element B (see figure part a) on the web of a wide-flange beam are found to be og = 11,000 psi in compression in the horizontal direction and oy = 2,600 psi in compression in the vertical direction (see figure part b). Also, shear stresses of magnitude Tay = 3,200 psi, act in the directions shown. Side Cross Section (b) Determine the stresses acting on an element oriented at a counterclockwise angle of 45 from the horizontal. Round your answers to one decimal place. psl psi psi

The stresses acting on element B (see figure part a) on the web of a wide-flange beam are found to be og = 11,000 psi in compression in the horizontal direction and oy = 2,600 psi in compression in the vertical direction (see figure part b). Also, shear stresses of magnitude Tay = 3,200 psi, act in the directions shown. Side Cross Section (b) Determine the stresses acting on an element oriented at a counterclockwise angle of 45 from the horizontal. Round your answers to one decimal place. psl psi psi

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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