i5 KN/m 40 KN The support at A andc The support aat are Pinned. D are fishe d. x Calculute the bending wmoment for the shear force each menber r by using the moment distribu method

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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15 KN/m
A
40 KN
The support at A and C
The support at
are Pinned.
D are fited.
* Calculate the bending moment
for
the shear force
abd
member by using
each
method
the moment distribuon
Load case
Fixed end moments
|
W
FEMAB = -WL/8
FEMBA = +WL/8
L/2
L/2
W
FEMAB = -W.a.b³/L²
FEMBA =+ W. a²b/L?
(L =a+b)
a
w (kN/m)
FEMAB = -wL*/12
FEMBA=+WL³/12
W
FEMAB = -3WL/16
FEMBA = 0
.B
L/2
L/2
w (kN/m)
FEMAB = -wL7/8
%3D
FEMBA = 0
Transcribed Image Text:15 KN/m A 40 KN The support at A and C The support at are Pinned. D are fited. * Calculate the bending moment for the shear force abd member by using each method the moment distribuon Load case Fixed end moments | W FEMAB = -WL/8 FEMBA = +WL/8 L/2 L/2 W FEMAB = -W.a.b³/L² FEMBA =+ W. a²b/L? (L =a+b) a w (kN/m) FEMAB = -wL*/12 FEMBA=+WL³/12 W FEMAB = -3WL/16 FEMBA = 0 .B L/2 L/2 w (kN/m) FEMAB = -wL7/8 %3D FEMBA = 0
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