(For problems 22-24) Three loads are applied to the short rectangular post shown in Figure. The cross-sectional dimensions of the post are shown in Figure. (Px- 60 kN, Py - 200 kN, Pz= 90 kN, a- 150 mm, b- 7S mm, e- 60 mm, LI - S0 mm, L:- 30 mm) 30 mm 160 mm 22. Determine the bending moment Mx (axis of interest - x axis) that are roquired for determining stresses at Hand K. A) 20000 KN- mm B)-23500 kN- mm C) 24500 kN- mm D)-24500 KN- mm 23. Determine the shear stress due to shear force Vz at H. A) 3.21 MPa B) 5.08 MPa C) 6.04 MPa D)O MPa 24. Detemine the shear stress (due to shear force Vz) at K. A) 3.21 MPa B) 5.08 MPa C) 6.04 MPa D)O MPa

(For problems 22-24) Three loads are applied to the short rectangular post shown in Figure. The cross-sectional dimensions of the post are shown in Figure. (Px- 60 kN, Py - 200 kN, Pz= 90 kN, a- 150 mm, b- 7S mm, e- 60 mm, LI - S0 mm, L:- 30 mm) 30 mm 160 mm 22. Determine the bending moment Mx (axis of interest - x axis) that are roquired for determining stresses at Hand K. A) 20000 KN- mm B)-23500 kN- mm C) 24500 kN- mm D)-24500 KN- mm 23. Determine the shear stress due to shear force Vz at H. A) 3.21 MPa B) 5.08 MPa C) 6.04 MPa D)O MPa 24. Detemine the shear stress (due to shear force Vz) at K. A) 3.21 MPa B) 5.08 MPa C) 6.04 MPa D)O 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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