For the beam below, take P= 6kN, a=1.5m. Use the Moment-Area Method to solve this problem. A EI= const O 17 downward 0 35 upward The deflection at C is mostly near_ _kN-m³/EI 20 upward O20 downward P O 36 downward O 17 upward с 2a B

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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For the beam below, take P= 6kN, a=1.5m. Use the Moment-Area Method to solve this problem.
A
EI= const
O 17 downward
0
35 upward
The deflection at C is mostly near_ _kN-m³/EI
20 upward
O20 downward
P
O 36 downward
O 17 upward
с
2a
B
Transcribed Image Text:For the beam below, take P= 6kN, a=1.5m. Use the Moment-Area Method to solve this problem. A EI= const O 17 downward 0 35 upward The deflection at C is mostly near_ _kN-m³/EI 20 upward O20 downward P O 36 downward O 17 upward с 2a B
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