Analyze the beams shown in FIG. 2A, method. Use exact values of the relative k's, round off distribution factors to 3 decimal places and the rest to 2 decimal places. Stop the iteration if all the values are less than 0.20 of if the number of distribution reaches the 7th, whichever comes first. P 75 KN, P2 82 KN, P3 = 65 KN ,w1 25 KN W2 = 35, W3 = 10.5 and by moment-distribution KN KN Moment of inertia is constant except for FIG. 2B. m P2 60 KN 20KN 10 KN W2 W1 W1 A 1.20m 1.20m CA 1.60 m 1.80 m 2.20 m 2.20 m 3.80 m

Analyze the beams shown in FIG. 2A, method. Use exact values of the relative k's, round off distribution factors to 3 decimal places and the rest to 2 decimal places. Stop the iteration if all the values are less than 0.20 of if the number of distribution reaches the 7th, whichever comes first. P 75 KN, P2 82 KN, P3 = 65 KN ,w1 25 KN W2 = 35, W3 = 10.5 and by moment-distribution KN KN Moment of inertia is constant except for FIG. 2B. m P2 60 KN 20KN 10 KN W2 W1 W1 A 1.20m 1.20m CA 1.60 m 1.80 m 2.20 m 2.20 m 3.80 m

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

and
Analyze the beams shown in FIG. 2A,
method. Úse exact values of the relative k's, round off distribution factors to 3 decimal places and the
rest to 2 decimal places. Stop the iteration if all the values are less than 0.20 of if the number of
distribution reaches the 7th, whichever comes first. P1=75 KN, P2 = 82 KN, P3 = 65 KN , w1 = 25
KN
W2 = 35, w3 = 10.5
by moment-distribution
KN
KN
Moment of inertia is constant except for FIG. 2B.
m
P2
60 KN
20KN
10 KN
W1
W2
W1
W1
A
1.20m 1.20m
E
B
CA
D
2.20 m
2.20 m
3.80 m
1.80 m
1.60 m
FIG. 2A

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GIVEN DATA

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FIXED END MOMENT EXPRESSIONS FOR VARIOUS LOADS

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FIXED END MOMENT CALCULATIONS

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DISTRIBUTION FACTOR TABLE

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MOMENT DISTRIBUTION TABLE & FINAL MOMENTS

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