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The Vitruvius Project
1.6.5 Patch Notes
January 28, 2021
2 min read
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.
Flitch beams with very large shear demands.
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.
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