A 12 kN/m IAB 600 (106) mm4 = 2 m 8 kN/m C BIBC = 150 (106) mm² 1 m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Determine the displacement and slope at point C of the cantiveler beam. The moment of inertia of each segment is indicated in the figure. Take E=200GPa. Use Castigliano's theorem.

A
12 kN/m
IAB 600 (106) mm4
=
2 m
8 kN/m
C
BIBC
=
150 (106) mm²
1 m
Transcribed Image Text:A 12 kN/m IAB 600 (106) mm4 = 2 m 8 kN/m C BIBC = 150 (106) mm² 1 m
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