Q1/ A thin-walled cantilever has a constant cross-section of uniform thickness with the dimensions shown in Figure. It is subjected to a system of point loads acting in the planes of the walls of the section in the directions shown. Calculate the direct stresses according to the basic theory of bending at the points 1,2 and 3 of the cross-section at the built-in end along the beam. 50 N 2 mm 50N 80N 2 mm 100 mm C 36 mm |3 80 mm

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q1/ A thin-walled cantilever has a constant cross-section of uniform thickness with the
dimensions shown in Figure. It is subjected to a system of point loads acting in the planes of
the walls of the section in the directions shown. Calculate the direct stresses according to the
basic theory of bending at the points 1,2 and 3 of the cross-section at the built-in end along the
beam.
50N
2 mm
50 N
80N
2 mm
100 mm
2
36 mm
80 mm
24 mm
Transcribed Image Text:Q1/ A thin-walled cantilever has a constant cross-section of uniform thickness with the dimensions shown in Figure. It is subjected to a system of point loads acting in the planes of the walls of the section in the directions shown. Calculate the direct stresses according to the basic theory of bending at the points 1,2 and 3 of the cross-section at the built-in end along the beam. 50N 2 mm 50 N 80N 2 mm 100 mm 2 36 mm 80 mm 24 mm
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