Bending or Flexural Stress in Beams
The cross-section of a continuous beam is shown below. Upon analysis of a continuous beam ABCD, the following moments were obtained:
Max positive moments:
MAB=36kN-m
MBC=10.6kN-m
MCD=28kN-m
Max negative moments:
MAB=-78kN-m
MAB=-64kN-m
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