The cantilever beam shown is supporting the concentrated loads of 18 kN. 20 kN and 15 kN acting at points B, C and D, respectively. Determine the deflection of the beam at point C and D. Use E=200 GPa and I=15 x 10^6 mm4.

Structural Analysis
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Chapter2: Loads On Structures
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The cantilever beam shown is supporting the concentrated loads of 18 kN. 20 kN and 15 kN acting at points B, C and D, respectively. Determine the deflection of the beam at point C and D. Use E=200 GPa and I=15 x 10^6 mm4.

 

 

1. The cantilever beam shown is supporting the concentrated loads of 18 kN, 20 kN and 15 kN
acting at points B, C and D, respectively. Determine the deflection of the beam at point C and D.
Use E = 200 GPa and 1 = 15 x 106 mm4. Use Area Moment Method.
CS Scanned with CamScanner
a
-2.0 m
18 kN
b
-1.0 m
20 kN
C
-3.0 m
15 kN
d
Transcribed Image Text:1. The cantilever beam shown is supporting the concentrated loads of 18 kN, 20 kN and 15 kN acting at points B, C and D, respectively. Determine the deflection of the beam at point C and D. Use E = 200 GPa and 1 = 15 x 106 mm4. Use Area Moment Method. CS Scanned with CamScanner a -2.0 m 18 kN b -1.0 m 20 kN C -3.0 m 15 kN d
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