The message that appears when seismic irregularities 4-6 are detected has been corrected to refer to APEGBC instead of APERGBC.
See Also
Force Distribution and Engineering Design
Elevated Dead Load Magnitude and Reduced Jhd Factor (Bug 2565)
Non-wall Dead Loads Treated as Wall Dead Loads (Bug 2571)
Nail Slip Deflection of Unloaded Gypsum Wallboard (Bug 2577)
OSB Shear Defection Values for Deflection Design (Bug 2582)
Nail Deformation en for Larger Nail Sizes (Bug 2583)
Segment Shear Value in Deflection Table when Both Sides Same (Bug 2584)
Shear Deflection for Custom Sheathing Thicknesses (Bug 2585)
Nonsense Hold-down Values at Gable End of Monoslope Roof (Bug 2509)
Crash for Walls Spanning Multiple Blocks at Gable End (Bug 2510)
Torsional Sensitivity Seismic Irregularity Detection(Bug 2523)
