OSB Shear Defection Values for Deflection Design (Bug 2582)

For the OSB construction sheathing thicknesses other than the smallest for each panel marking, the program used zero for shear deflection rather than the actual shear deflection. The program now gives the correct shear deflection in this case.

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)

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)