Continuous Beam Bending Tables
Notes:
- All spans have equal length = L
- Moment of inertia is constant
- W is a load on one span (in kN) therefore W = UDL x L or W = PL
- Point Loads are applied either in 1/2 or 1/3 and 2/3 of a span L
Reaction = coefficient x W
Moment = coefficient x W x L
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