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A load of P- 95 kN acting at an angle of B - 31° is supported by the structure shown. The overall dimensions of the structure are a - 2.9 m, b - 0.6 m, c - 1.2 m, e = 0.32 m, and x1 - 2.4 m. The cross-sectional dimensions of member BC are b- 200 mm, t- 14 mm, d- 350 mm, tw- 7 mm, and h - 117 mm. Determine the principal stresses and the maximum shear stress acting at point Hin member BC. Show these stresses on an appropriate sketch. %3D %3D

A load of P- 95 kN acting at an angle of B - 31° is supported by the structure shown. The overall dimensions of the structure are a - 2.9 m, b - 0.6 m, c - 1.2 m, e = 0.32 m, and x1 - 2.4 m. The cross-sectional dimensions of member BC are b- 200 mm, t- 14 mm, d- 350 mm, tw- 7 mm, and h - 117 mm. Determine the principal stresses and the maximum shear stress acting at point Hin member BC. Show these stresses on an appropriate sketch. %3D %3D

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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A load of P= 95 kN acting at an angle of B-31° is supported by the structure shown. The overall dimensions of the structure are a- 2.9 m, b = 0.6 m, c- 1.2 m, e= 0.32 m, and x1 - 2.4 m. The cross-sectional dimensions of member BC are b- 200 mm, t- 14 mm, d- 350 mm, tw- 7 mm, and h = 117 mm. Determine the principal stresses and the maximum shear stress acting at point Hin member BC. Show these stresses on an appropriate sketch. %3D a d D (1) bf E 450 Part 1 Determine the magnitude of the internal normal force, the internal shear force and the internal bending moment at point H. Answer: Ny- kN Vx- kN x 10° N-mm eTextbook and Media
Transcribed Image Text:A load of P= 95 kN acting at an angle of B-31° is supported by the structure shown. The overall dimensions of the structure are a- 2.9 m, b = 0.6 m, c- 1.2 m, e= 0.32 m, and x1 - 2.4 m. The cross-sectional dimensions of member BC are b- 200 mm, t- 14 mm, d- 350 mm, tw- 7 mm, and h = 117 mm. Determine the principal stresses and the maximum shear stress acting at point Hin member BC. Show these stresses on an appropriate sketch. %3D a d D (1) bf E 450 Part 1 Determine the magnitude of the internal normal force, the internal shear force and the internal bending moment at point H. Answer: Ny- kN Vx- kN x 10° N-mm eTextbook and Media
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