Dead Load Moment for Steel Beam Reinforcement
Dead Load Moment for Steel Beam Reinforcement
(OP)
Can someone explain the logic why we still need to calculate Moment for Dead Load only for Steel Beam Reinforcement?
Thanks,
Thanks,
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Dead Load Moment for Steel Beam Reinforcement
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RE: Dead Load Moment for Steel Beam Reinforcement
You can do that by considering DL effects on all spans, then considering LL on each span and combining to produce the worst case scenario for each point.
Or you can consider DL plus patterned LL to produce the worst effect at any given point.
BA
RE: Dead Load Moment for Steel Beam Reinforcement
If you're jacking the system to take out the DL stresses, then you don't need to worry about it.