basalaska.blogg.se - Cs 1.6 patch v19

CS 1.6 PATCH V19 GENERATOR
CS 1.6 PATCH V19 CODE

Improved the Wood and CFS wall panel graphics to better represent straps in the 3D View.

CS 1.6 PATCH V19 CODE

Fixed an issue that applied the specific gravity adjustment factor to wood walls when being analyzed per Wood Canadian Code (CAN CSA).Improved the routine to determine the specific gravity adjustment factor of a shear panel based on the chord or stud material - whichever produces a greater reduction.Corrected the behavior of the ‘Reinforced’ toggle button in the Masonry Wall Design Rule spreadsheet.Resolved an issue with vertical reinforcement calculation for Seismic Masonry Wall Panels when set to an explicit spacing. Fixed an issue to use d (effective depth) or dv (actual depth) properly according to updated masonry codes for lintel shear design.Corrected the maximum allowable design shear strength that can be taken per the masonry design code for special reinforced masonry shear walls.Resolved a rare issue that would provide different unity check results for concrete walls depending on the method of solution (single load combination vs.Fixed an issue in calculation of the size effect modification factor (lambda_s) in ACI 318-19 code when metric units are used.Resolved an Exception Message when opening the detail report of some concrete columns with custom rebar flexural rebar layout.Corrected the governing concrete shear strength calculation for round concrete columns.Added a warning message when no strength load combinations are solved when concrete members are present in the model.Corrected the axial capacity used in the interaction equation to consider the governing axial capacity out of all the axial limit states.Corrected the calculation of the elastic critical buckling stress (Fe) when calculating critical buckling stress.Corrected the reported equation and calculation for the Shear Buckling Slenderness Limit in the member Detail Report.Resolved an Exception Message when solving a custom single angle shape using the iterative stiffness adjustment method.

Resolved an issue that allowed a corrupt shape to be added to the shape database if given the same name as a shape already defined for a different material.

Corrected an issue where bins could not be positioned in between two existing bins in some cases.

Resolved an issue that would change the member length of a member after performing a ‘Rotate’ command.Fixed a rare issue that would cause an Exception Message when using the ‘Global Move Rotate’ command.Corrected the application of line loads when an existing partial length line load is present.

CS 1.6 PATCH V19 GENERATOR

Fixed an issue where program generated nodes by the load generator can still be deleted when setting the load generator code to 'None' even if they have user applied loads on them.

Resolved an issue that would assign a Wall Boundary Condition when straps were assigned to a wall panel.

Added the ability to match properties of one element to another element.

Resolved an issue that allowed steel joists from RISAFloor to be integrated to RISA-3D.

Fixed an issue producing an erroneous warning about slab thickness for models with no concrete members when integrating from RISAFloor.

Improved connection integration process such that changes made in RISAConnection are preserved when roundtripping to RISAFloor and RISA-3D.

Enhanced integration procedure for tnxTower model files to automatically correct certain input information that does not affect the model.

Added a warning message to alert the users that Notional Loads cannot be generated for a structure with a semi-rigid diaphragm.

Added the ability to export Envelope Member End Reactions to SDS2.

Added the ability to export reactions to a file format that can be imported as loads by ADAPT Builder.

Updated the interoperability between RISA programs and RISA-Revit link.

Release Notes for RISA-3D Release Notes for RISA-3D Version 20.0.3 Enhancements/Corrections