// CODE SNIPPET
2220.127.116.11 Anchorage for In-Plane Shear
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The unit shear force, v, transmitted into the top and out of the base of the Type II shear wall full-height sheathing segments, and into collectors (drag struts) connecting shear wall segments, shall be calculated in accordance with the following:
|v||=||Unit shear force, plf (kN/m).|
|V||=||Shear force in Type II shear wall, lbs (kN).|
|Co||=||Shear resistance adjustment factor from Table 2211.3.|
|ΣLí||=||Sum of widths of Type II shear wall segments, feet(mm/1,000).|
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