Q/ By using Euler Method, Calculate deflection @ free end for the non-prismatic-cantilever beam of width (0.2m) as shown in figure; Use (h=1.0m)? 10 kN 0.2m b=0.2m E-23,500,000 kN/m2 X 3m 0.6m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q/ By using Euler Method, Calculate deflection @ free end for the
non-prismatic-cantilever beam of width (0.2m) as shown in figure; Use
(h=1.0m)?
10 KN
0.2m
b=0.2m
E-23,500,000 kN/m2
0.6m
X
3m
Transcribed Image Text:Q/ By using Euler Method, Calculate deflection @ free end for the non-prismatic-cantilever beam of width (0.2m) as shown in figure; Use (h=1.0m)? 10 KN 0.2m b=0.2m E-23,500,000 kN/m2 0.6m X 3m
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