Solve the rotation at A in radians and maximum deflection in mm of the given beam as shown below given that E = 210 GPa, Ix = 1650 x 10° using either Double Integration or Area Moment Method. 8 kN 4 kN |C A D -3 m 3 m -3 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
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Subject: structural theory Topic: Deflection Calculation for Statically Determinate Members using Double Integration Method and Area Moment Method
Solve the rotation at A in radians and maximum deflection in mm of the given beam as shown below given
that E = 210 GPa, Ix = 1650 x 10° using either Double Integration or Area Moment Method.
8 kN
4 kN
|C
A
D
- 3 m
3 m
-3 m
Transcribed Image Text:Solve the rotation at A in radians and maximum deflection in mm of the given beam as shown below given that E = 210 GPa, Ix = 1650 x 10° using either Double Integration or Area Moment Method. 8 kN 4 kN |C A D - 3 m 3 m -3 m
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ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,