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WoodWorks® Shearwalls 2726 Strawberry.wsw Jul. 21, 2024 11:26:22 <br />WIND SHEAR LOADS (as entered or generated) (continued) <br />Block 3 W Ctr Roof Min W->E Wind Line -9.00 -1.50 14.3 <br />Block 3 W R Roof 1 W->E Wind Line -1.50 9.25 -8.5 -0.0 <br />Block 3 W R Roof Min W->E Wind Line -1.50 9.25 14.3 0.0 <br />Block 3 E Ctr Roof 1 W->E Lee Line -9.00 -1.50 39.8 <br />Block 3 E Ctr Roof Min W->E Lee Line -9.00 -1.50 14.3 <br />Block 3 E R Roof Min W->E Lee Line -1.50 9.25 14.3 0.0 <br />Block 3 E R Roof 1 W->E Lee Line -1.50 9.25 39.8 0.0 <br />Block 3 W Ctr Roof 1 E->W Lee Line -9.00 -1.50 39.8 <br />Block 3 W Ctr Roof Min E->W Lee Line -9.00 -1.50 14.3 <br />Block 3 W R Roof 1 E->W Lee Line -1.50 9.25 39.8 0.0 <br />Block 3 W R Roof Min E->W Lee Line -1.50 9.25 14.3 0.0 <br />Block 3 E Ctr Roof Min E->W Wind Line -9.00 -1.50 14.3 <br />Block 3 E Ctr Roof 1 E->W Wind Line -9.00 -1.50 -8.5 <br />Block 3 E R Roof 1 E->W Wind Line -1.50 9.25 -8.5 -0.0 <br />Block 3 E R Roof Min E->W Wind Line -1.50 9.25 14.3 0.0 <br />Block 3 S L Gable Min S->N Wind Line 22.00 31.25 0.0 24.6 <br />Block 3 S L Gable 1 S->N Wind Line 22.00 31.25 0.0 46.8 <br />Block 3 S R Gable 1 S->N Wind Line 31.25 40.50 46.8 0.0 <br />Block 3 S R Gable Min S->N Wind Line 31.25 40.50 24.6 0.0 <br />Block 3 S L Gable Min N->S Lee Line 22.00 31.25 0.0 24.6 <br />Block 3 S L Gable 1 N->S Lee Line 22.00 31.25 0.0 29.2 <br />Block 3 S R Gable Min N->S Lee Line 31.25 40.50 24.6 0.0 <br />Block 3 S R Gable 1 N->S Lee Line 31.25 40.50 29.2 0.0 <br />Legend: <br />Block - Block used in load generation <br />Accum. = loads 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 loads 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 loads 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 />Trib Ht - Tributary height of area loads only <br />Notes: <br />All loads entered by the user or generated by program are specified (unfactored) loads.The program applies a load factor of 0.60 to wind loads <br />before distributing them to the shearlines. <br />5 <br />2726 W Strawberry Ln & <br />Unit# 23/17/2025