Add Education School station to ExcelReports plugin.Lengths shown in ABM Edit always use the job units (PR 49270).Remove items from the Education School utilities menu.If an ABM file is used, ignore the output of cuts, copes, holes, and welds labor lines. Check added to see if an ABM file is being used for a KISS export.Column workpoints can be anywhere within the depth of the beam. If the column workpoint is entered off the workline of it's supporting beam, we now locate the flange extension plate correctly.A new load calculation, load calculation 16, has been added to do the straight tension check when both flanges are coped. They now will do the appropriate block shear check whether zero, one, or both flanges are coped. They used to actually do a straight tension check if a flange was coped. Load calculations 55 and 56 are labeled as web axial block shear checks.For Member Detailing, made adjustments for in-position-dimension-texts to help maintain correct orientations.Later enhancement work will allow users to lock the NS/FS angle to be different sizes. "Locked angle indexes are different between NS and FS". If the gusset has NS and FS clip angles, and users lock the angle sizes to be different, SDS/2 will fail the connection with message For a horizontal brace, gusset to beam with welded clip angle connection, if users lock angle size, SDS/2 will set the correct gage for it,.Addressed an issue that would report incorrect grid-intersections on member details.Joist that have the bottom framing into the column instead of the beam for the top of the joist will now include the column as a second node for node matching.Corrected the use of the gamma angle when calculating the ufm forces for a brace gusset connecting with equal rigidity to both supporting members.Some bolted column splices were unnecessarily failing with the statement "Suitable plate thickness not found".Previously, an alert stating 'Null lines not allowed.' could be encountered and the completion of the operation would be inhibited. For Modeling, made adjustments to allow Double Axis Scaling of Reference Drawings in view orientations other than plan view.They are added as Shape elements under the Lot outline. Concrete wall openings now used to define cutout elements in PXML.Materials with a material usage of "MountPart" will be exported to PXML as Outline elements with type "mountpart" (PR 48721).PourStop DBA anchors now honor the rod's minimum bend radius.PourStop DBA anchors now specify the correct bar length.PourStop DBA anchors now follow radiused bends.Materials formed by following a layout path now have non-radiused corners mitered correctly. Shear tabs with standard round holes and 6 or more rows of bolts were all failing in 15th edition jobs with the message "Plate is thicker than maximum".If connections are graphically connected, like thru plates, when one fails, the other will be marked as failed as well.This has been fixed by incorporating the flange flush cut to this strength calculation. When calculating the strength for "coped web stress and bulking", it did not consider if the beam flange is flush cut.For a vertical brace to beam and column connection, since the brace force could be transferred to the beam, SDS/2 will use the correct slip critical bolts to design the beam to column shear tab connection.Fixed a bug that was causing a horizontal brace to change the bolt type on the brace to gusset connection when another brace connecting to the same supporting member was processed.The picture for 'Bolts' has been updated on the Member edit screen for Moment End Plate connections.Updated the K factors for gusset buckling checks to match Design Guide 29 Appendix C.Asymmetric shared moment cap plates will use bolt groups from each beam in the framing situation to generate solids (PR 40963).For the moment flange plate (beam to column web) connections, there are issues that SDS/2 shows different weld length (flange plate to column flange) in Expanded Calculation and solids.This will allow connection design to generate a connection in this case. The spacing between box web plates will now be taken into account when node matching a beam into a welded plate box column web.Made adjustments to ABM KISS Export to inhibit piecemark information from being listed multiple times.SDS/2 2020i Release Notes Release Notes for SDS/2 2020i
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