1.6.5 Patch Notes

Recommend Recalculating:

Steel Beams

• Pipes in all loading conditions.
• HSS Rounds with high DCR, or large D/t ratios.
• T's in all loading conditions.
• 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
• Edited static quick help message
• Added constraint on the number of rebar rows (4)
• Steel Calculation Fixes
• Fixed incorrect flitch beam shear stress calculation
• Fixed / Disabled incorrect calculations of concrete beams. Calculation of beams with negative moments temporarily disabled
• Fixed incorrect bearing pressure results at right support for SCL, Glulams, and I-Joists
• Fixed incorrect roof beam end elevation difference adjusting based on roof pitch
• Fixed Links issues w/ sloped I-joists
• Fixed max adequacy location to display distances along the horizontal length instead of sloped length
• Fixed Unsymmetric Collar Tie results
• Fixed Collar Tie results for trapezoidal loading extending across the peak onto both rafters