Deflection using MOMENT-AREA Method For cantilever beams: (a) EIy' value at the free end (b) maximum EIy value (c) EIy value at the midspan
Deflection using MOMENT-AREA Method For cantilever beams: (a) EIy' value at the free end (b) maximum EIy value (c) EIy value at the midspan
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Deflection using MOMENT-AREA Method
For cantilever beams:
(a) EIy' value at the free end
(b) maximum EIy value
(c) EIy value at the midspan

Transcribed Image Text:A
Av=D
2m
4 kN/m
лв
15KN
3m
X
C
1m
D
10 kN
211
F
Ev=
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