20.24.10.02 Wood Shear Wall : Case 65795 Introduced SDPWS 2021 design data. This consolidates the design data into one set of values and then distinguishes between seismic design and wind design by way of specific ASD reduction factors or LRFD phi factors.

20.24.10.01 Wood Shear Wall : Case 104578 Restored the display of tension forces in the printed results. Differentiated between the maximum tension force experienced by the chord member, and the maximum tension force transferred to an anchorage at the bottom of that chord. The difference is due to the selfweight of the panel that offsets the tension force as the weight accumulates toward the bottom of the level.

20.24.09.27 Concrete Beam: Case 119792 Clarified the calculation of fr on the General tab.

20.24.09.24 ASCE 7 Wind Load: Case 112348 Implemented the ASCE 7-22 version of the Wind Enclosure module.

20.24.09.23 Live Load Reduction: Case 112307 Introduced ASCE 7-22 Live Load Reduction module.

20.24.09.20 Project Manager: Case 120831 Displayed the governing code, referenced design standards, and ASCE 7 edition when the Project Manager is in view.

20.24.09.17 Project Manager: Case 120685 Added a note on the Print Document screen (when it is called from the Project Manager) to clarify that print options can only be changed when printing is initiated from within the individual calculation modules.

20.24.09.13 Masonry Column: Case 113790 Implemented the change in the factor in Equations 8-16 and 8-17 from 0.25 to 0.30.

20.24.09.12 Steel Beam: Case 120605 Resolved an issue where the Summary Results tab would occasionally open with no data displayed.

20.24.09.11 Concrete Column: Case 95490 Corrected a text reference to ACI 318-19 Section 18.7.

20.24.09.09 ASCE 7 Seismic: Case 112351 Implemented ASCE 7-22 version of Seismic Wall Anchorage module.

20.24.09.05 ASCE 7 Wind Load: 40253 Corrected the Pressure Coefficients tab to incorporate GCpi for the Partially Open condition in ASCE 7-16 Chapter 27 Wind module.

20.24.09.05 ASCE 7 Wind Load: 40252 Corrected the Enclosure tab in the ASCE 7-16 Chapter 27 Wind module to incorporate the Partially Open category.

20.24.09.04 Cantilevered Retaining Wall, Case 119716 Corrected the display of the Heel Reinforcing in the Footing Design Results section of the Printed Report in instances where the program detects tension on the bottom of the heel.

20.24.08.29 Case 102891 Restored the display of masonry stem rebar callouts on the Construction tab, and adjusted the hooked embedment length into footing to respect the 6″ minimum.

20.24.08.28 ASCE 7 Seismic: Various Introduced ASCE 7-22 Seismic Base Shear module.

20.24.08.28 ASCE 7 Seismic: Case 119171 Introduced the Seismic Loads tab on the Add Calc screen and coordinated its display with the selected ASCE 7 Edition.

20.24.08.27 General Update Comments: Case 117463 Introduced an ASCE 7 selector within Building Code Info. This allows users to better conform to the requirements of specific jurisdictions that have adopted a different version of ASCE 7 than the version referenced by the selected IBC edition.

20.24.08.26 General Update Comments: Case 115553 Carried the verbose title bar over to the cloud version, so it now reports project file name, open module name, and open calculation name.

20.24.08.20 Concrete Beam: Case 117546 Resolved an issue where the status message above the Calculations tab would become stuck with a hanging message when opening a calculation.

20.24.08.20 Wood Beam: Case 117544 Resolved an issue where the status message above the Calculations tab would become stuck with a hanging message when opening a calculation.

20.24.08.20 ASCE 7 Wind Load: Case 119564 Corrected the upper limit on the height range for Case 1 East on the Story Forces tab.

20.24.08.19 Case 81036 Corrected a graphical issue that caused some flanges to be displayed incorrectly. This was a display issue only. The calculated section properties were unaffected.

20.24.08.15 Case 111061 Updated the shear calculations for one-way shear to conform with ACI 318-19 Section 22.5.5.1. The Footing Shear tab now provides detailed footing shear results at each side of each column, rather than just the location with the highest shear demand.

20.24.08.15 Load Handling: 118683 Repaired an issue that caused a corruption when changing load combination sets for the entire project in the Building Code Information section of the General division.

20.24.08.07 2D Frame: Case 118615 Widened the Load Combination set text box on the screen and in the printed reports to accommodate longer names in the 2D Frame module. This was an extension of general work that was done to other modules under ticket 116991.

20.24.08.06 Case 111062 Updated the shear calculation for footing to conform with ACI 318-19 Section 22.5.5.1. Resolved an issue where the ‘Footing Bending’ tab always reported the tension face as the bottom of the footing. Enhanced the UI to clarify when and where footing flexural reinforcement is assumed to occur.

20.24.08.05 Load Handling: Case 116991: Widened the Load Combination set text box on the screen and in the printed reports to accommodate longer names.