Kindly resolve using my own set of values. I have attached the same solution given below. I hope you can re-solve it for me. Thank you in advance. Will rate it ASAP! God bless!The given values provided below is For the loading shown below, determine the value of the resulting "Factors" when W1 = W2 = 16 kN/m, a = 2 meters, b = 2 meters. Mine is For the loading shown below, determine the value of the resulting "Factors" when W1 = W2 = 15 kN/m, a = 2 meters, b = 3 meters. To solve for the moment and reactions of the beam shown, the three-moment equation is useful. The three moment equation is given as:6Aa6Ab- 0: Assuming that there is no settlement of supports and El is constant for the whole structure.MA(L1) + 2Mg(L1+ L2 + MCL2) ++L1L26Aā6Abis called the "Factors" of the three-moment equation which can be determined by using the Moment-Area diagram of the left span and right span of the beam and also by using integral calculus.+L1L2For the loading shown below, determine the value of the resulting "Factors" when W1 = W, = 15 kN/m, a = 2 meters, b = 3 meters.ROUND OFF TO TWO DECIMAL PLACESs.W1W2aaabbb ll TM ?12:24 PM33%Answer 1 of 1DoneThe solution for your question is given below.Please check it out and ask if any doubts. Pleasedo rate it and thanks.Civen.wz =16 kN/mAto2mThree Momeut equation.MA CL) + 2mB (4sthe)+Mc(kz)+ GAäGAEHene a = from lett= trom vight6Aa6Abane faitorsNowePa(a+)16 kN)mLIHeneP= YdxAnda =X+2pzydx2y = x =2)162%3D: 6A ādz2(st 162)(31-x²-4 +ux) dx%3D2( (288x-8x-32x+32x+576x-16x311- 64x + 64x²) das (320x-512x) dx2.6A ā314.22し)lyon span BC loading is Same.: 6 Ab314.22%3Dpleasedon't forget to rate it and thanks.

Answered: Image /qna-images/answer/1886653c-8118-41b2-ba44-18b4eb0b47c7.jpg

Answered: To solve for the moment and reactions…

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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Kindly resolve using my own set of values. I have attached the same solution given below. I hope you can re-solve it for me. Thank you in advance. Will rate it ASAP! God bless!

The given values provided below is For the loading shown below, determine the value of the resulting "Factors" when W₁ = W₂ = 16 kN/m, a = 2 meters, b = 2 meters.

Mine is For the loading shown below, determine the value of the resulting "Factors" when W₁ = W₂ = 15 kN/m, a = 2 meters, b = 3 meters.

To solve for the moment and reactions of the beam shown, the three-moment equation is useful. The three moment equation is given as:
6Aa
6Ab
- 0: Assuming that there is no settlement of supports and El is constant for the whole structure.
MA(L1) + 2Mg(L1+ L2 + MCL2) +
+
L1
L2
6Aā
6Ab
is called the "Factors" of the three-moment equation which can be determined by using the Moment-Area diagram of the left span and right span of the beam and also by using integral calculus.
+
L1
L2
For the loading shown below, determine the value of the resulting "Factors" when W1 = W, = 15 kN/m, a = 2 meters, b = 3 meters.
ROUND OFF TO TWO DECIMAL PLACESs.
W1
W2
a
a
a
b
b
b

ll TM ?
12:24 PM
33%
Answer 1 of 1
Done
The solution for your question is given below.
Please check it out and ask if any doubts. Please
do rate it and thanks.
Civen.
wz =16 kN/m
A
to
2m
Three Momeut equation.
MA CL) + 2mB (4sthe)+Mc(kz)+ GAä
GAE
Hene a = from lett
= trom vight
6Aa
6Ab
ane faitors
Nowe
Pa(a+)
16 kN)m
LI
Hene
P= Ydx
And
a =
X+2
pzydx
2
y = x =2)
16
2
%3D
: 6A ā
dz
2
(st 162)(31-x²-4 +ux) dx
%3D
2
( (288x-8x-32x+32x+576x-16x3
11
- 64x + 64x²) da
s (320x-
512x) dx
2.
6A ā
314.22
し)
ly
on span BC loading is Same
.: 6 Ab
314.22
%3D
please
don't forget to rate it and thanks.

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