1. A steel plate, 160 mm wide and 8 mm thick, is bent to form the channel shown. Knowing that the vertical load P acts at a point in the midplane of the web of the channel, determine (a) the torque T that would cause the channel to twist in the same way that it does under the load P, (b) the maximum shearing stress in the channel caused by the load P B 100 mm A E P=15 kN 30 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please provide a detailed solution especiallyl for the moment of inertia and how you got the values etc. The book of Beer's manual solution does not provide a detailed solutino and it is hard to understand.

1. A steel plate, 160 mm wide and 8 mm thick, is bent to form the channel shown. Knowing
that the vertical load P acts at a point in the midplane of the web of the channel, determine
(a) the torque T that would cause the channel to twist in the same way that it does under the
load P, (b) the maximum shearing stress in the channel caused by the load P
B
100 mm
A
E
P=15 kN
30 mm
Transcribed Image Text:1. A steel plate, 160 mm wide and 8 mm thick, is bent to form the channel shown. Knowing that the vertical load P acts at a point in the midplane of the web of the channel, determine (a) the torque T that would cause the channel to twist in the same way that it does under the load P, (b) the maximum shearing stress in the channel caused by the load P B 100 mm A E P=15 kN 30 mm
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