Derive the following equation of maximum deflection using the double integration method.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Derive the following equation of maximum deflection using the double
integration method. (for type of loading 1-3).

Deflection in Simply Supported Beams
1.
Px²
(31 – x) ô
y =-
6EI
P³
max
3EI
max
Po
(31-a
6EI
2.
Px
y =
(3a-x) for 0<x<a
6EI
Pa²
max
max
y=(3x-a) for a<x<l
6EI
3.
r+6l* - 4kx}
24EI
'max
max
8EI
Transcribed Image Text:Deflection in Simply Supported Beams 1. Px² (31 – x) ô y =- 6EI P³ max 3EI max Po (31-a 6EI 2. Px y = (3a-x) for 0<x<a 6EI Pa² max max y=(3x-a) for a<x<l 6EI 3. r+6l* - 4kx} 24EI 'max max 8EI
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