B-1 В-2 В-3 LL = 3.25 k LL = 2.88 kN/m DL = 24.78 kN/m DL = 25.40 kN/m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Use the moment distribution method to determine the end moments and reactions at support for the continuous beams.
Assume fixed support at the left end of the beam and the rest of the supports may be assumed hinge or roller.
PLEASE PROVIDE ME THE SOLUTION FOR
DF AND FEM
Transcribed Image Text:В-1
В-2
В-3
LL = 3.25 k
LL = 2.88 kN/m
DL = 24.78 kN/m
DL = 25.40 kN/m
Transcribed Image Text:4500
3500
150 / 1250
1800
B1
B2
B3
T&B
A=4.81
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