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Elevated Dead Load Magnitude and Reduced Jhd Factor (Bug 2565)

Starting with version 8.11, dead loads over openings did not accumulate properly, creating two sets of overlapping loads in load view over openings, with a load used for hold-down creation and Jhd calculation that is much too large. Therefore, there is too heavy a countervailing dead force at hold-down locations, and the Jhd factors that are calculated via 9.4.5.2,3 are significantly too small, as Jhd is directly related to hold-down force P. Both of these are non-conservative errors, and have been corrected.

See Also

Force Distribution and Engineering Design

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)

Irregularity Message Typo (Change 128)