В-1 В-2 B-3 LL = 2.66 kN/m LL = 2.88 kN/m DL = 23.4 kN/m DL = 25.40 kN/m
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Q: 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
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Q: |В-1 |В-2 В-3 LL = 3.25 k LL = 2.66 kN/m DL = 24.78 kN/m DL = 23.4 kN/m
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Q: В-1 В-2 B-3 LL = 2.66 kN/m DL = 23.4 kN/m
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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.
(UNIFORM LOAD)
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