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| For the structure shown, circle the equation(s) that you would use to compute the normal and shear stress at point K. 200 lb 150 lb 10 in 150 lb 50 lb Stress Equation(s) to compute stress at K Mc None, Stress is zero A P Mc None, Stress is zero P Mc None, Stress is zero A Vq Tc Txy None, Stress is zero It Tc Vq It Tu None, Stress is zero Vq Tc None, Stress is zero = 1 It Tyz = 1

| For the structure shown, circle the equation(s) that you would use to compute the normal and shear stress at point K. 200 lb 150 lb 10 in 150 lb 50 lb Stress Equation(s) to compute stress at K Mc None, Stress is zero A P Mc None, Stress is zero P Mc None, Stress is zero A Vq Tc Txy None, Stress is zero It Tc Vq It Tu None, Stress is zero Vq Tc None, Stress is zero = 1 It Tyz = 1

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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**For the Structure Shown, Circle the Equation(s) that you would use to compute the normal and shear stress at point K

Not necessary to solve. just circle the equations.

 

| For the structure shown, circle the equation(s) that you would use to compute the normal and shear stress at point K. 200 lb 150 lb 10 in. 150 lb 6 in. 50 lb Stress Equation(s) to compute stress at K P O = Mc O = None, Stress is zero A Mc O = None, Stress is zero O = A P Mc None, Stress is zero Vq Tc None, Stress is zero = 1 It Txy Vq It Tc Txz None, Stress is zero Tc Tyz None, Stress is zero It
Transcribed Image Text:| For the structure shown, circle the equation(s) that you would use to compute the normal and shear stress at point K. 200 lb 150 lb 10 in. 150 lb 6 in. 50 lb Stress Equation(s) to compute stress at K P O = Mc O = None, Stress is zero A Mc O = None, Stress is zero O = A P Mc None, Stress is zero Vq Tc None, Stress is zero = 1 It Txy Vq It Tc Txz None, Stress is zero Tc Tyz None, Stress is zero It
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