kN 12 kN/m 6 kN/m 1m 2 m 12 m 4 m 6 m 4 m Fig. for Q.3 Fig. for Q.4 3. Determine the absolute maximum moment in the beam due to the loading shown 4. Use moment distribution method to determine the moments at B and C, Complete 2 cycles of distribution Also find the simply supported diagram and hence combine both diagram by superposition to find the final BM diagram Assume the supports at B and C are rollers and A and D are pins. El is constant. Use the following table for fixed end moments.
kN 12 kN/m 6 kN/m 1m 2 m 12 m 4 m 6 m 4 m Fig. for Q.3 Fig. for Q.4 3. Determine the absolute maximum moment in the beam due to the loading shown 4. Use moment distribution method to determine the moments at B and C, Complete 2 cycles of distribution Also find the simply supported diagram and hence combine both diagram by superposition to find the final BM diagram Assume the supports at B and C are rollers and A and D are pins. El is constant. Use the following table for fixed end moments.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 4
Transcribed Image Text:10
5 kN
12 kN/m
6 kN/m
豐
1m 2m
12 m
春m
4 m
Fig. for Q.3
Fig. for Q.4
3. Determine the absolute maximum moment in the beam due to the loading shown
4. Use moment distribution method to determine the moments at B and C, Complete 2 cycles of distribution
Also find the simply supported diagram and hence combine both diagram by superposition to find the final BM
diagram. Assume the supports at B and C are rollers and A and D are pins. El is constant. Use the following
table for fixed end moments.
3 kip/ft
wL
(FEM)g4 =2
30 t
VEM)A
12
Fig. for FEM
20 ft
20 n
Fig. for Q.5
5.Determine (approximately) the internal moment that member EF exerts on joint E and the internal moment
that member FG exerts on joint F.
100%
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