By the moment distribution method, determine the end moments forthe frame shown in Fig.A.75 KN82 KNKN20mKN28KN22B 2.00m1.00m3.00mC1.60m2.80mEBeams: 0.25m x 0.40m3,00mFig. A0.30mD 0.25m = heightKN30

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By the moment distribution method, determine the end moments for the frame shown in Fig.A. 75 KN 82 KN KN KN 28 KN 22 m B 2.00m 3.00m C 1.60m | 2.80m E 1.00m Beams: 0.25m x 0.40m 3,00m Fig. A 0.30m D 0.25m = height KN 20 30

By the moment distribution method, determine the end moments for the frame shown in Fig.A. 75 KN 82 KN KN KN 28 KN 22 m B 2.00m 3.00m C 1.60m | 2.80m E 1.00m Beams: 0.25m x 0.40m 3,00m Fig. A 0.30m D 0.25m = height KN 20 30

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

By the moment distribution method, determine the end moments for
the frame shown in Fig.A.
75 KN
82 KN
KN
20
m
KN
28
KN
22
B 2.00m
1.00m
3.00m
C
1.60m
2.80m
E
Beams: 0.25m x 0.40m
3,00m
Fig. A
0.30m
D 0.25m = height
KN
30

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GIVEN DATA

VIEW

FEM EXPRESSIONS DETERMINATION PART1

VIEW

FEM EXPRESSIONS DETERMINATION PART2

FIXED END MOMENTS

D.F. TABLE

MDM TABLE

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