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Non-wall Dead Loads Treated as Wall Dead Loads (Bug 2571)

Entering a dead wall load caused subsequently entered dead loads to be treated as dead wall loads, even if the checkbox for wall dead loads is not checked. As a result, the uplift restraining force P in 9.4.5.3 for hold-down factor Jhd did not include these loads, resulting in a smaller than expected P and larger than expected Jhd, a non-conservative error. This equation is used wherever an anchorage exists above a hold-down. This problem has been corrected.

See Also

Force Distribution and Engineering Design

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

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)