obtain the resultant stresses acting at a point. Consider both in-plane and out-of-plane shear stresses unless otherwise specified. Due to the nature of this problem, do not use rounded intermediate values in your calculations-including answers submitted in WebAssign.) D- @ (a) Calculate the principal normal stresses and the maximum shear stress element D located on the web right below the top flange and near the fixed support. Neglect the weight of the beam. (Enter your answers in MPa. For the normal stresses, use the deformation sign convention. For the stress, enter the magnitude.) MPa MPa MPa %2 "max- D hal/2 + (b) Calculate the principal normal stresses and the maximum shear stress on an element at centroid C (see figure). Neglect the weight of the beam. (Enter your answers in MPa. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude.) 0₁. MPa MPa MPa

obtain the resultant stresses acting at a point. Consider both in-plane and out-of-plane shear stresses unless otherwise specified. Due to the nature of this problem, do not use rounded intermediate values in your calculations-including answers submitted in WebAssign.) D- @ (a) Calculate the principal normal stresses and the maximum shear stress element D located on the web right below the top flange and near the fixed support. Neglect the weight of the beam. (Enter your answers in MPa. For the normal stresses, use the deformation sign convention. For the stress, enter the magnitude.) MPa MPa MPa %2 "max- D hal/2 + (b) Calculate the principal normal stresses and the maximum shear stress on an element at centroid C (see figure). Neglect the weight of the beam. (Enter your answers in MPa. For the normal stresses, use the deformation sign convention. For the shear stress, enter the magnitude.) 0₁. MPa MPa MPa

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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