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When solving for Normal/Axial/Compressive/Tensile solving for basic Shear Stress we look at an area and what resists that failure. Stress we look at an area of our member that is to the direction of loading. When to the direction of loading. This is because of how the members will fail in either situation

When solving for Normal/Axial/Compressive/Tensile solving for basic Shear Stress we look at an area and what resists that failure. Stress we look at an area of our member that is to the direction of loading. When to the direction of loading. This is because of how the members will fail in either situation

Structural Analysis
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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to the direction of loading. When When solving for Normal/Axial/Compressive/Tensile Stress we look at an area of our member that is solving for basic Shear Stress we look at an area to the direction of loading. This is because of how the members will fail in either situation and what resists that failure. Parallel, Parallel 1000 Parallel, Perpendicular Perpendicular, Parallel Perpendicular, Perpendicular
Transcribed Image Text:to the direction of loading. When When solving for Normal/Axial/Compressive/Tensile Stress we look at an area of our member that is solving for basic Shear Stress we look at an area to the direction of loading. This is because of how the members will fail in either situation and what resists that failure. Parallel, Parallel 1000 Parallel, Perpendicular Perpendicular, Parallel Perpendicular, Perpendicular
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