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Percent Gypsum Shear for Asymmetric Wind Loads (Bug 2264)

The percentage storey shear resisted by gypsum for shearlines where the wind shear in one direction is not equal to the wind shear in the opposite direction incorrectly used the shear load in the opposite direction in the calculation. This has been corrected.

See Also

Other Engineering Design Issues

Shear Strength of Unblocked Shearwall (Bug 2250)

Gypsum Wall Board for Wet Service Conditions (Bug 2251)

Segment Output in Seismic Shear Results Table (Bug 2275)

Gypsum Wallboard Storey Capacity for One Directional Loading (Bug 2273)

Design Cancel (Change 100)