3.) Average: Area Moment Method Given the Compound Beam as shown below. Determine load P that will make 0 deflection at free end A 100 N I B 2 m 2 m hinge C 2 m D annac 3 m E anatocom 2m P F

Structural Analysis
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Chapter2: Loads On Structures
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3.) Average: Area Moment Method
Given the Compound Beam as shown below. Determine load P that will make 0 deflection at free and
P
hinge
D
E
. . . .
C
F
oo00oboac
acom
2 m
I
2m
3 m
2m
100 N
AT
B
ainfu
2 m
Transcribed Image Text:3.) Average: Area Moment Method Given the Compound Beam as shown below. Determine load P that will make 0 deflection at free and P hinge D E . . . . C F oo00oboac acom 2 m I 2m 3 m 2m 100 N AT B ainfu 2 m
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