1. The non-prismatic cantilever beam shown below is supported with a triangular load. Determine the following, when o = 129 x 10*6 mm^4 and E = 200 GPa. Use Double Integration Method a) Shear Diagram. b) Moment Diagram. ) Deflection at point 8 d) Deflection at free end.. e) Rotation at free end. CIVIL EN 15 AN 10 kNim 2 1.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. The non-prismatic cantilever beam shown below is supported with a triangula
lo = 129 x 10*6 mm*4 and E = 200 GPa. Use Double integration Method:
ad. Determine the following, when
a) Shear Diagram.
b) Moment Diagram.
c) Deflection at point B
d) Deflection at free end.
e) Rotation at free end.
CIVIL EN
15 kN
10 kNim
A
2 lo
Transcribed Image Text:1. The non-prismatic cantilever beam shown below is supported with a triangula lo = 129 x 10*6 mm*4 and E = 200 GPa. Use Double integration Method: ad. Determine the following, when a) Shear Diagram. b) Moment Diagram. c) Deflection at point B d) Deflection at free end. e) Rotation at free end. CIVIL EN 15 kN 10 kNim A 2 lo
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