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1318 75TH ST SE 2024-03-01
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3/1/2024 3:57:39 PM
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2/13/2024 11:03:33 AM
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75TH ST SE
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1318
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WoodWorks® Shearwalls Moon RES Lateral.wsw May. 17, 2022 10:06:02 <br />Flexible Diaphragm Wind Design <br />ASCE 7 Directional (All Heights) Loads <br />SHEAR RESULTS <br />N-S W <br />For <br />ASD <br />Shear Force [plf] <br />Asp -Cub <br />Allowable <br />Shear [plf] <br />Resp. <br />Shearlines <br />Gp <br />Dir <br />v <br />vmaxlvft V Fibsl <br />Int <br />Ext <br />Int <br />Ext Co <br />C <br />Cmb <br />V Fibsl <br />Ratio <br />Line 1 <br />Level 2 <br />Lnl, Lev2 <br />- <br />Both <br />- <br />- <br />2429 <br />- <br />- <br />- <br />- - <br />- <br />8014 <br />- <br />Wall 1-1 <br />1 <br />Both <br />- <br />- <br />2429 <br />1.0 <br />1.0 <br />125 <br />392 - <br />A <br />- <br />8014 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />- <br />- <br />Seg. 2 <br />- <br />Both <br />153.9 <br />0.0 <br />1154 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />3878 <br />0.30 <br />Seg. 3 <br />- <br />Both <br />159.4 <br />0.0 <br />1275 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />4136 <br />0.31 <br />Seg. 4 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />Level 1 <br />Lnl, Levl <br />- <br />Both <br />- <br />- <br />4642 <br />- <br />- <br />- <br />- - <br />- <br />16358 <br />- <br />Wall 1-1 <br />2 <br />Both <br />- <br />- <br />4642 <br />1.0 <br />1.0 <br />125 <br />602 - <br />A <br />- <br />16358 <br />- <br />Seg. 1 <br />- <br />S->N <br />330.3 <br />0.0 <br />4129 <br />1.0 <br />1.0 <br />125 <br />602 - <br />727 <br />9088 <br />0.45 <br />- <br />N->S <br />230.1 <br />0.0 <br />2877 <br />1.0 <br />1.0 <br />125 <br />602 - <br />727 <br />9088 <br />0.32 <br />Seg. 2 <br />- <br />S->N <br />51.3 <br />0.0 <br />513 <br />1.0 <br />1.0 <br />125 <br />602 - <br />727 <br />7270 <br />0.07 <br />- <br />N->S <br />176.5 <br />0.0 <br />1765 <br />1.0 <br />1.0 <br />125 <br />602 - <br />727 <br />7270 <br />0.24 <br />Line 3 <br />Level 2 <br />Ln3, Lev2 <br />- <br />Both <br />- <br />- <br />2429 <br />- <br />- <br />- <br />- - <br />- <br />8722 <br />- <br />Wall 3-1 <br />1 <br />Both <br />- <br />- <br />2429 <br />1.0 <br />1.0 <br />0 <br />392 - <br />A <br />- <br />8722 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />.92 <br />0 <br />359 - <br />359 <br />1078 <br />0.00 <br />Seg. 2 <br />- <br />Both <br />162.0 <br />0.0 <br />2429 <br />1.0 <br />1.0 <br />0 <br />392 - <br />392 <br />5880 <br />0.41 <br />Seg. 3 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />0 <br />392 - <br />392 <br />1764 <br />0.00 <br />Level 1 <br />Ln3, Levl <br />1 <br />Both <br />145.1 <br />- <br />4642 <br />1.0 <br />1.0 <br />125 <br />392 - <br />A <br />517 <br />16544 <br />0.28 <br />E-W <br />W <br />For <br />ASD <br />Shear Force [plf] <br />Asp -Cub <br />Allowable <br />Shear [plf] <br />Resp. <br />Shearlines <br />Gp <br />Dir <br />v <br />vmaxivft V Flbsl <br />Int <br />Ext <br />Int <br />Ext Co <br />C <br />Cmb <br />V Flbsl <br />Ratio <br />Line A <br />Level 2 <br />LnA, Lev2 <br />- <br />Both <br />- <br />- <br />1124 <br />- <br />- <br />- <br />- - <br />- <br />19646 <br />- <br />Wall A-1 <br />1 <br />Both <br />- <br />- <br />1124 <br />1.0 <br />1.0 <br />125 <br />392 - <br />A <br />- <br />19646 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />6980 <br />0.00 <br />Seg. 2 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />- <br />- <br />Seg. 3 <br />- <br />Both <br />45.9 <br />0.0 <br />1124 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />12667 <br />0.09 <br />Level 1 <br />LnA, Levl <br />- <br />Both <br />- <br />- <br />2287 <br />- <br />- <br />- <br />- - <br />- <br />25333 <br />- <br />Wall A-1 <br />1 <br />Both <br />- <br />- <br />2287 <br />1.0 <br />1.0 <br />125 <br />392 - <br />A <br />- <br />25333 <br />- <br />Seg. 1 <br />- <br />Both <br />75.0 <br />0.0 <br />2287 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />15769 <br />0.15 <br />Seg. 2 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />125 <br />392 - <br />517 <br />9565 <br />0.00 <br />Line B <br />LnB, Levl <br />- <br />Both <br />- <br />- <br />2933 <br />- <br />- <br />- <br />- - <br />- <br />15631 <br />- <br />Wall B-1 <br />2 <br />Both <br />- <br />- <br />2933 <br />1.0 <br />1.0 <br />125 <br />602 - <br />A <br />- <br />15631 <br />- <br />Seg. 1 <br />- <br />Both <br />141.5 <br />0.0 <br />778 <br />1.0 <br />1.0 <br />125 <br />602 - <br />727 <br />3999 <br />0.19 <br />Seg. 2 <br />- <br />Both <br />141.5 <br />0.0 <br />778 <br />1.0 <br />1.0 <br />125 <br />602 - <br />727 <br />3999 <br />0.19 <br />Seg. 3 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />1.0 <br />1.0 <br />125 <br />602 - <br />727 <br />3272 <br />0.00 <br />Seg. 4 <br />- <br />Both <br />229.5 <br />0.0 <br />1377 <br />1.0 <br />1.0 <br />125 <br />602 - <br />727 <br />4362 <br />0.32 <br />Line C <br />Level 2 <br />LnC, Lev2 <br />- <br />Both <br />- <br />- <br />1350 <br />- <br />- <br />- <br />- - <br />- <br />11633 <br />- <br />Wall C-2 <br />1 <br />Both <br />60.0 <br />- <br />1350 <br />1.0 <br />1.0 <br />125 <br />392 - <br />A <br />517 <br />11633 <br />0.12 <br />Legend: <br />W Gp - Wall design group defined in Sheathing and Framing Materials tables, where it shows associated Standard Wall. "^" means that this wall is <br />critical for all walls in the Standard Wall group. <br />For Dir - Direction of wind force along shearline. <br />v - Design shear force on segment = ASD-factored shear force per unit length of full -height sheathing (FHS) <br />vmax/vft - Perforated walls: Collector and in -plane anchorage force as per SDPWS eqn. 4.3-9 = V/FHS/Co. FHS is factored for narrow segments as <br />per 4.3.4.3 <br />Force -transfer walls: Shear force in piers above and below either openings or piers beside opening(s). Aspect ratio factor does not apply to these <br />piers. <br />V - ASD factored shear force. For shearline: total shearline force. For wall: total of all segments on wall. For segment: force on segment <br />Asp/Cub - For wall: Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2. For segment or force -transfer pier: Aspect Ratio Factor from <br />SDPWS 4.3.4.2. <br />Int - Unit shear capacity of interior sheathing; Ext - Unit shear capacity of exterior sheathing. For wall: Unfactored. For segment: Include Cub factor <br />and aspect ratio adjustments. <br />Page 41 of 52 <br />12 <br />
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