The normal and shear stresses acting on element A are 6,650 psi, 17,600 psi, and 2,700 psi (see part (b) of the figure below). (Consider only the in-plane stresses - the stresses in the xy-plane). 17,600 psi B LA 6,650 psi A Cross Side |2,700 psi View Section (a) (b) Determine the maximum shear stresses (in psi), associated normal stresses (in psi), and angles of the principle planes (in degrees counterclockwise from the +x-axis). (For maximum shear stress, enter the magnitude. For normal stresses, use t sign convention for stresses acting on inclined sections.) Tmax psi psi 02 psi • counterclockwise from the +x-axis ° counterclockwise from the +x-axis p1 %3D p2

The normal and shear stresses acting on element A are 6,650 psi, 17,600 psi, and 2,700 psi (see part (b) of the figure below). (Consider only the in-plane stresses - the stresses in the xy-plane). 17,600 psi B LA 6,650 psi A Cross Side |2,700 psi View Section (a) (b) Determine the maximum shear stresses (in psi), associated normal stresses (in psi), and angles of the principle planes (in degrees counterclockwise from the +x-axis). (For maximum shear stress, enter the magnitude. For normal stresses, use t sign convention for stresses acting on inclined sections.) Tmax psi psi 02 psi • counterclockwise from the +x-axis ° counterclockwise from the +x-axis p1 %3D p2

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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