L’s in flexure (except those continuously braced with no OOP loading).
I’s (W, S, M) in flexure with non-compact webs.
Wood Beams
Flitch beams with very large shear demands.
Concrete Beams
Continuous beams, and beams with negative moments.
Beams with very high shear demand.
T or L beams using self-weight.
Any beam which has significant reinforcement or significant flexural demand.
Bug Fixes
Fixed issue where the application would initially start off-screen after login when switching between multiple monitor setups
Fixed issue where switching tabs would update ASD/LRFD selection
Fixed nonzero demands on adequacy cards when loads are not present
Fixed zero shear capacity shown on adequacy cards
Fixed location of maximum shear and moment shown on adequacy cards
Corrected moment in Y direction capacity (the previous version was conservative). Note: compression reinforcement is not considered due to confinement requirements
Fixed bug causing calculation error when rebar in each face is checked
