Previous Topic

Next Topic

Book Contents

Book Index

Segment Shear Value in Deflection Table when Both Sides Same (Bug 2584)

When there is the same sheathing on both sides of the shearwall, the v value reported in the deflection table is the shear going into just one of the sides, so it is in fact ½ the total shear applied to the segment. The resulting deflections calculated are correct; however the program was showing a misleading shear value. The program now shows the total shear going into the segment 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)

OSB Shear Defection Values for Deflection Design (Bug 2582)

Nail Deformation en for Larger Nail Sizes (Bug 2583)

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)