Using Area-Moment Method, determine the deflection at the overhanging end in mm.  Given: P = 4.2kN , w = 8.6 kN/m , a = 1.6m , b = 1.2m , c = 0.7m , E = 10 GPa , I = 20x106 mm4

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Using Area-Moment Method, determine the deflection at the overhanging end in mm. 

Given:

P = 4.2kN , w = 8.6 kN/m , a = 1.6m , b = 1.2m , c = 0.7m , E = 10 GPa , I = 20x106 mm4

Using Area-Moment Method, determine the deflection at the overhanging end in mm.
Given:
P = 4.2kN, w = 8.6 kN/m, a = 1.6m, b = 1.2m, c = 0.7m, E = 10 GPa, I =
20x106 mm4
(13
a
P
b
W
C
Transcribed Image Text:Using Area-Moment Method, determine the deflection at the overhanging end in mm. Given: P = 4.2kN, w = 8.6 kN/m, a = 1.6m, b = 1.2m, c = 0.7m, E = 10 GPa, I = 20x106 mm4 (13 a P b W C
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