Determine the reaction of the givencontinuous beam. Use Momentdistributionmethod.Let P=90사ASPANKJOINTDFFEMPab2BALсоBALсоWL212BALсоBAL6mAPoint Load on the beamMABUDL on full spanBABw (kN/m)MABUDL on left side1212 (612-8aL+33) ()MABUDL on right side122 (42-38)MABbALLP kN/mB4mBMBAMaWL212ИВАwa1212 (44-33)сBC3m5wL296CMARWL2201m 1mMA WL230UVL maximum at centerw (kN/m)2PMABUVL maximum at leftw (kN/m)AMABACECDUVL maximum at rightD08122² (62²-362+ 36³) MABEMBAMb(b-2a)A3mDMBB3PHLMoment applied on the span3m EBDEMBAMBAw (kN/m)5wL296WL²30MEWL220BAMBA(26-a)

The procedure for analyzing an indeterminate beams by the method of moment distribution is as…

Answered: Determine the reaction of the given…

Engineering

Civil Engineering

Determine the reaction of the given continuous beam. Use Moment distribution method. Let P=90

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

Determine the reaction of the given
continuous beam. Use Moment
distribution
method.
Let P=90
사
A
SPAN
K
JOINT
DF
FEM
Pab2
BAL
со
BAL
со
WL2
12
BAL
со
BAL
6m
A
Point Load on the beam
MAB
UDL on full span
B
AB
w (kN/m)
MAB
UDL on left side
1212 (612-8aL+33) ()
MAB
UDL on right side
122 (42-38)
MAB
b
ALL
P kN/m
B
4m
B
MBA
Ma
WL2
12
ИВА
wa
1212 (44-33)
с
BC
3m
5wL2
96
C
MAR
WL2
20
1m 1m
MA WL2
30
UVL maximum at center
w (kN/m)
2P
MAB
UVL maximum at left
w (kN/m)
A
MAB
A
CE
CD
UVL maximum at right
D
08122² (62²-362+ 36³) MABE
MBA
Mb
(b-2a)
A
3m
D
M
B
B
3P
H
L
Moment applied on the span
3m E
B
DE
MBA
MBA
w (kN/m)
5wL2
96
WL²
30
M
E
WL2
20
BA
MBA
(26-a)

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Introduction - Procedure for Moment distribution method.

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Fixed end moments

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Calculation of Distribution factors

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Moment Distribution

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Calculation of Support reactions

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