A thin-walled, cantilever beam supports two shear loads, one in the horizontal plane at its free end and a second in the vertical plane halfway along its span as shown in Figure Q3.2. Cross-section dimensions are shown in Figure Q3.2 as well. Assume that the shear loads are such that no twisting of the beam occurs. All the panels have thickness 2 mm. 50 mm 1000 mm 5 2 25 mm 50 mm 200 N www.www 6 3 Z 50 mm 4 7 25 mm 8 X 400 N 500 mm

Elements Of Electromagnetics
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Author:Sadiku, Matthew N. O.
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Calculate the centroid of the shape
A thin-walled, cantilever beam supports two shear loads, one in the horizontal
plane at its free end and a second in the vertical plane halfway along its span as
shown in Figure Q3.2. Cross-section dimensions are shown in Figure Q3.2 as
well. Assume that the shear loads are such that no twisting of the beam occurs.
All the panels have thickness 2 mm.
50 mm
unuzi uu
6
7
RE
3
1000 mm
25 mm
200 N
50 mm
50 mm
4
8
25 mm
400 N
500 mm
Transcribed Image Text:A thin-walled, cantilever beam supports two shear loads, one in the horizontal plane at its free end and a second in the vertical plane halfway along its span as shown in Figure Q3.2. Cross-section dimensions are shown in Figure Q3.2 as well. Assume that the shear loads are such that no twisting of the beam occurs. All the panels have thickness 2 mm. 50 mm unuzi uu 6 7 RE 3 1000 mm 25 mm 200 N 50 mm 50 mm 4 8 25 mm 400 N 500 mm
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