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Graphics and Output

Important Note – These are descriptions to changes implemented in WoodWorks Shearwalls for version 9.3 and may not reflect current behavior.

  1. C&C Design Table in the Results Output
    1. Nail Withdrawal Design Ratio (Bug 2637)

      The design ratio in the Design Results output for nail withdrawal showed the end zone ratio for both end zones and interior zones. It now shows the correct ratios.

      This problem did not affect design, as the end zone ratio is used for nail design.

    2. Precision of Imperial Nail Withdrawal Values (Change 130)

      The number of digits precision for Imperial nail withdrawal force and capacity has been changed from whole pounds to 10ths of a pound.

  2. 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.

  3. ASD Typo in Hold-down Displacement Table (Change 118)

    In the hold-down displacement table, it now says ASD, not ADS, when referring to load combinations

See Also

Version 9.3

Load Generation

Input

Program Operation

Version 9.3.2