The continuous beam shown is to be analyzed using the moment distribution method. Assume El=constant. a. What is the fixed-end moment at C (Mco) due to the loads on member CD, in KN.m? b. What is the distribution factor at C for span BC in percent (Note: multiply DF by 100%) c. What is the moment at C in KN.m ? KAB= 110 4 kN/m 6m KBA= 18 2m 10 KN 2m с Kco = 4m 110 8 kN 6 m 2m D Koc = 100 8 use 4 decimal places

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The continuous beam shown is to be analyzed using the moment distribution method. Assume
El=constant.
a. What is the fixed-end moment at C (Mco) due to the loads on member CD, in KN.m ?
b. What is the distribution factor at C for span BC in percent (Note: multiply DF by 100%)
c. What is the moment at C in KN.m?
KAB=
8
4 kN/m
6m
KBA
11
-100
8
B
2 m
10 kN
2m
Kas
C
Kco
11
118
8 kN
6m
2m D
KDc =
8
use 4 decimal places
Transcribed Image Text:The continuous beam shown is to be analyzed using the moment distribution method. Assume El=constant. a. What is the fixed-end moment at C (Mco) due to the loads on member CD, in KN.m ? b. What is the distribution factor at C for span BC in percent (Note: multiply DF by 100%) c. What is the moment at C in KN.m? KAB= 8 4 kN/m 6m KBA 11 -100 8 B 2 m 10 kN 2m Kas C Kco 11 118 8 kN 6m 2m D KDc = 8 use 4 decimal places
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