The T-beam is subjected to distributed loading that is applied along its centerline. The state of stress at point B is shown in the element below. Determine: Part1: Using the relevant equations: a) The principal stresses at point B and show the results on an element with the orientation. b) The maximum shear stress at point B and show the results on an element with the orientation. Part2: Using Mohr's circle, draw the circle and determine: a) The principal stresses at point B and show the results on an element with the orientation. b) The maximum shear stress at point B and show the results on an element with the orientation.

The T-beam is subjected to distributed loading that is applied along its centerline. The state of stress at point B is shown in the element below. Determine: Part1: Using the relevant equations: a) The principal stresses at point B and show the results on an element with the orientation. b) The maximum shear stress at point B and show the results on an element with the orientation. Part2: Using Mohr's circle, draw the circle and determine: a) The principal stresses at point B and show the results on an element with the orientation. b) The maximum shear stress at point B and show the results on an element with the orientation.

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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The T-beam is subjected to distributed loading that is applied along its centerline. The state of stress at point B
is shown in the element below. Determine:
Part1: Using the relevant equations:
a) The principal stresses at point B and show the results on an element with the orientation.
b) The maximum shear stress at point B and show the results on an element with the orientation.
Part2: Using Mohr's circle, draw the circle and determine:
a) The principal stresses at point B and show the results on an element with the orientation.
b) The maximum shear stress at point B and show the results on an element with the orientation.
12 kN/m
150 mm
A
A
20 mm
150 mm
50 mm
2 m
+1m+
2 m
20 mm
B
195.6 MPa
6.7 MPa

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