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cantilevered beam deflection limits vs. simple span beam
How about looking at it as 2 cantilevers, opposite directions, from the same wall support. Think of that with simple supports at each end and no wall in the middle. You have slope and deflection at each end. No slope and no deflection in the middle. Length of the simple span is two times the...- Planet3
- Post #3
- Forum: Structural engineering general discussion
