For the frame shown below, using the moment-distribution method or the slope- deflection method, calculate and plot the shear force and bending moment diagrams. On both diagrams, for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). All members have the same El value and are inextensible. 112 KN 24 kN/m 3m | 9m 4.5m 24.RN/m 9m 12m

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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6.
For the frame shown below, using the moment-distribution method or the slope-
deflection method, calculate and plot the shear force and bending moment diagrams. On
both diagrams, for each member, calculate and label the maximum and minimum
ordinates (Minimum ordinates are frequently negative values). All members have the
same El value and are inextensible.
112 KN
24 kN/m
0
लोग
3m +
9m
4.5m-
24.AN/m
901
12m
Transcribed Image Text:6. For the frame shown below, using the moment-distribution method or the slope- deflection method, calculate and plot the shear force and bending moment diagrams. On both diagrams, for each member, calculate and label the maximum and minimum ordinates (Minimum ordinates are frequently negative values). All members have the same El value and are inextensible. 112 KN 24 kN/m 0 लोग 3m + 9m 4.5m- 24.AN/m 901 12m
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