The state of stress at a point in a member is shown inA0x' =60°σyTx'y'Bxon the element. Assume o and oy act in the directions shownand have magnitudes of o = 770 psi and oy = 490 psi. Solve the problem using the method of equilibrium.Part A=Determine the normal stress component acting on the inclinedplane AB.OExpress your answer in pounds per square inch to threesignificant figures.ANSWER:XpsiTap image to zoomPart BDetermine the shear stress component acting on the inclinedplane AB.Express your answer in pounds per square inch to threesignificant figures.ANSWER:psi

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The state of stress at a point in a member is shown in A 0x' = 60° σ y B on the element. Assume ox and oy act in the directions shown and have magnitudes of o = 770 psi and oy = 490 psi . Solve the problem using the method of equilibrium. Part A Tx'y' Determine the normal stress component acting on the inclined plane AB. = Express your answer in pounds per square inch to three significant figures. ANSWER: σ Tap image to zoom psi Part B Determine the shear stress component acting on the inclined plane AB. Express your answer in pounds per square inch to three significant figures. ANSWER: psi

The state of stress at a point in a member is shown in A 0x' = 60° σ y B on the element. Assume ox and oy act in the directions shown and have magnitudes of o = 770 psi and oy = 490 psi . Solve the problem using the method of equilibrium. Part A Tx'y' Determine the normal stress component acting on the inclined plane AB. = Express your answer in pounds per square inch to three significant figures. ANSWER: σ Tap image to zoom psi Part B Determine the shear stress component acting on the inclined plane AB. Express your answer in pounds per square inch to three significant figures. ANSWER: 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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