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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />WIND SHEAR LOADS (as entered or generated) (continued) <br />Block 1 <br />S <br />Wall <br />1 <br />N->S <br />Lee <br />Line <br />0.00 <br />24.50 <br />38.6 <br />Block 1 <br />S <br />Wall <br />Min <br />N->S <br />Lee <br />Line <br />0.00 <br />24.50 <br />31.0 <br />Block 1 <br />N <br />Wall <br />Min <br />N->S <br />Wind <br />Line <br />0.00 <br />24.50 <br />38.7 <br />Block 1 <br />N <br />Wall <br />1 <br />N->S <br />Wind <br />Line <br />0.00 <br />24.50 <br />55.7 <br />Block 1 <br />N <br />Wall <br />1 <br />N->S <br />Wind <br />Line <br />0.00 <br />24.50 <br />69.5 <br />Block 1 <br />N <br />Wall <br />Min <br />N->S <br />Wind <br />Line <br />0.00 <br />24.50 <br />31.0 <br />Legend <br />Block - Block used in load generation <br />Accum. = bads from one block combined with another <br />Manual = user -entered loads (so no block) <br />F - Building face (north, south, east or west) <br />Element - Building surface on which bads generated or entered <br />Load Case - One of the following: <br />ASCE 7 All Heights: Case 1 or 2 from Fig 27.3-8 or minimum loads from 27.1.5 <br />ASCE 7 Low-rise: Reference corner and Case A or B from Fig 28.3-1 or minimum bads from 28.3.4 <br />Wind Dir - Direction of wind for loads with positive magnitude, also direction of MWFRS. <br />Surf Dir - Windward or leeward side of the building for loads in given direction <br />Prof- Profile (distribution) <br />Location - Start and end points on building element <br />Magnitude - Start = intensity of uniform and point loads or leftmost intensity of trapezoidal load, End = right intensity of trap load <br />Trio Ht - Tributary height of area bads only <br />Notes: <br />All loads entered by the user or generated by program are specified (unfactored) Ioads.The program applies a load factor of 0.60 to wind loads before <br />distributing them to the shearlines. <br />6 <br />Page 31 of 63 <br />