For the fixed-ended beam shown in figure below, each end moment equals: A B L/2- L/2- P/8 P/16 P/2 O P/4 P.

Structural Analysis
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Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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= I AN @ docs.google.com QO sEIL*(8) QO 4r/L*(0) QO 3E/L*(0) For the fixed-ended beam shown in figure below, each end moment equals: * —L/ 22— /2— P/8 P/16 P/2 OO0OO0O® P/4 Slope-Deflection Method excludes * O Sway in structures n O Yield of supports
A:).
A docs.google.com
5EI/L * (0)
4EI/L * (0)
3EI/L * (0)
For the fixed-ended beam shown in figure
below, each end moment equals:
A
В
L/2-
L/2-
P/8
P/16
P/2
P/4
Slope-Deflection Method excludes *
Śway in structures
Yield of supports
Transcribed Image Text:A:). A docs.google.com 5EI/L * (0) 4EI/L * (0) 3EI/L * (0) For the fixed-ended beam shown in figure below, each end moment equals: A В L/2- L/2- P/8 P/16 P/2 P/4 Slope-Deflection Method excludes * Śway in structures Yield of supports
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