Please answer using moment distribution method only. Use the picture as guide for formulaGiven: W= 45KN/m RA=AMMNumerical answer in 4 decimal places and positive values only:MA=Rg=MB =kN (Upward)kN-m (ccw)KN (Upward)10mkN-m (cw)Wܩܚܥܢ Sign convention - consider clockwise rotation is positive, counterclockwise is negative.MBAMARFixed End Moments (FEM) - moment at the wall or fixed jointMBAMABStiffness Factor - required moment M to rotate the end A of the beam 0₁ = 1 rad.4EI(absolute) K =far end fixed3EIK=far end hingedM1M' = M, far end fixed(relative) K ==, E is constantL'3EIM(relative) K =Carry-Over Moment - the moment induced at the fixed end of a beam by the action of the momentapplied at the other end.4L- far end hingedBM' = 0, far end hingedDistribution Factor, DF - the distribution factor at a joint of a member is the ratio of the bendingstiffness of the member to the sum of bending stiffness of all the members connected to the joint.кDF=;ΣΚNote: DF = 1, for hinge or roller supportDF = 0, for fixed support

Answered: Image /qna-images/answer/12eebf47-bd67-4946-81b4-1ca76c028fbc.jpg

Answered: Numerical answer in 4 decimal places…

Numerical answer in 4 decimal places and positive values only: kN (Upward) RA MA Rg= M₂ . kN-m (ccw) kN (Upward) 10m kN-m (cw) W wwww B

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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The braced cut is a method of providing lateral support to the soil in foundation trenches, to prevent the trenches from deformation by the caving in of soil and resisting it from moving laterally. During shallow excavation in firm soil, generally, slopes are provided to resist the caving in of soil. During shallow excavation in soft soil and deep excavation, the chances of caving in of soil increase. Hence, it becomes necessary to make a provision to resist the deformation of trenches due to caving in of soil. The braced cut is the method used for such conditions. The excavation using braced cuts is a bit uneconomical as compared to the traditional open-cut excavation method but provides better safety than the cut excavation method.

Question

Please answer using moment distribution method only. Use the picture as guide for formula

Given: W= 45KN/m

RA=
AMM
Numerical answer in 4 decimal places and positive values only:
MA=
Rg=
MB =
kN (Upward)
kN-m (ccw)
KN (Upward)
10m
kN-m (cw)
W
ܩܚܥܢ

Sign convention - consider clockwise rotation is positive, counterclockwise is negative.
MBA
MAR
Fixed End Moments (FEM) - moment at the wall or fixed joint
MBA
MAB
Stiffness Factor - required moment M to rotate the end A of the beam 0₁ = 1 rad.
4EI
(absolute) K =
far end fixed
3EI
K=far end hinged
M
1
M' = M, far end fixed
(relative) K ==, E is constant
L'
3EI
M
(relative) K =
Carry-Over Moment - the moment induced at the fixed end of a beam by the action of the moment
applied at the other end.
4L
- far end hinged
B
M' = 0, far end hinged
Distribution Factor, DF - the distribution factor at a joint of a member is the ratio of the bending
stiffness of the member to the sum of bending stiffness of all the members connected to the joint.
к
DF=;
ΣΚ
Note: DF = 1, for hinge or roller support
DF = 0, for fixed support

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