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5010 DOVER ST 2025-07-31
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7/31/2025 11:34:53 AM
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DOVER ST
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5010
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WoodWorks® Shearwalls 2352.wsw Feb. 20, 202313:29:46 <br />Flexible Diaphragm Wind Design <br />ASCE 7 Directional (All Heights) Loads <br />SHEAR RESULTS <br />N-S <br />For <br />ASD <br />Shear Force [plf] <br />Asp -Cub <br />Allowable Shear [plf] <br />Resp. <br />ShearlinesDir <br />v <br />vmax/vft <br />V Ibs <br />Int Ext Int <br />Ext <br />Co C Cmb <br />V Ibs <br />Ratio <br />Line 1 <br />Level 2 <br />Lnl, Lev2Both <br />12G <br />- <br />- <br />1279 <br />- - - <br />- <br />- - <br />3528 <br />- <br />Wall 1-2Both <br />142.1 <br />- <br />1279 <br />- 1.0 - <br />392 <br />- 392 <br />3528 <br />0.36 <br />Level 1 <br />Lnl, LevlBoth <br />- <br />- <br />2837 <br />- - - <br />- <br />- - <br />3080 <br />- <br />Wall 1-1Both <br />- <br />- <br />2837 <br />- 1.0 - <br />770 <br />- - <br />3080 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />- 1.0 - <br />770 <br />- 770 <br />- <br />- <br />Seg. 2 <br />- <br />Both <br />709.2 <br />0.0 <br />2837 <br />- 1.0 - <br />770 <br />- 770 <br />3080 <br />0.92 <br />Line 2 <br />Level 2 <br />Ln2, Lev2 <br />- <br />Both <br />- <br />- <br />1279 <br />- - - <br />- <br />- - <br />4508 <br />- <br />Wall 2-1 <br />1 <br />Both <br />- <br />- <br />1279 <br />- 1.0 - <br />392 <br />- - <br />4508 <br />- <br />Seg. 1 <br />- <br />Both <br />232.5 <br />-18.2 <br />697 <br />- 1.0 - <br />392 <br />- 392 <br />1176 <br />0.59 <br />Open. 1 <br />- <br />Both <br />- <br />229.8 <br />1379 <br />- - - <br />392 <br />- 392 <br />2352 <br />0.59 <br />Seg. 2 <br />- <br />Both <br />232.5 <br />-18.2 <br />581 <br />- 1.0 - <br />392 <br />- 392 <br />980 <br />0.59 <br />Level 1 <br />Ln2, Levl <br />- <br />Both <br />- <br />- <br />2837 <br />- - - <br />- <br />- - <br />3080 <br />- <br />Wall 2-1 <br />2 <br />Both <br />- <br />- <br />2837 <br />- 1.0 - <br />770 <br />- - <br />3080 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />- 1.0 - <br />770 <br />- 770 <br />- <br />- <br />Seg. 2 <br />- <br />Both <br />709.2 <br />0.0 <br />2837 <br />- 1.0 - <br />770 <br />- 770 <br />3080 <br />0.92 <br />E-W <br />W <br />For <br />ASD <br />Shear Force <br />[plf] <br />Asp -Cub <br />Allowable Shear [plf] <br />Resp. <br />Shearlines <br />Gp <br />Dir <br />v <br />vmax/vft <br />V [Ibs] <br />Int Ext Int <br />Ext <br />Co C Cmb <br />V [Ibs] <br />Ratio <br />Line A <br />Level 2 <br />LnA, Lev2 <br />- <br />Both <br />- <br />- <br />507 <br />- - - <br />- <br />- - <br />5647 <br />- <br />Wall A-2 <br />1 <br />Both <br />46.1 <br />- <br />507 <br />- 1.0 - <br />392 <br />- 392 <br />4312 <br />0.12 <br />Wall A-3 <br />1 <br />Both <br />0.0 <br />- <br />0 <br />- .97 - <br />392 <br />- 382 <br />1335 <br />0.00 <br />Level 1 <br />LnA, Levl <br />- <br />Both <br />- <br />- <br />1115 <br />- - - <br />- <br />- - <br />8928 <br />- <br />Wall A-1 <br />1 <br />Both <br />- <br />- <br />1115 <br />- 1.0 - <br />392 <br />- - <br />8928 <br />- <br />Seg. 1 <br />- <br />W->E <br />52.3 <br />0.0 <br />576 <br />- 1.0 - <br />392 <br />- 392 <br />4312 <br />0.13 <br />- <br />E->W <br />54.1 <br />0.0 <br />595 <br />- 1.0 - <br />392 <br />- 392 <br />4312 <br />0.14 <br />Seg. 2 <br />- <br />W->E <br />51.3 <br />0.0 <br />539 <br />- 1.0 - <br />392 <br />- 392 <br />4116 <br />0.13 <br />- <br />E->W <br />49.5 <br />0.0 <br />520 <br />- 1.0 - <br />392 <br />- 392 <br />4116 <br />0.13 <br />Line B <br />Level 2 <br />LnB, Lev2 <br />- <br />Both <br />- <br />- <br />507 <br />- - - <br />- <br />- - <br />3332 <br />- <br />Wall B-1 <br />1 <br />Both <br />- <br />- <br />507 <br />- 1.0 - <br />392 <br />- - <br />3332 <br />- <br />Seg. 1 <br />- <br />Both <br />0.0 <br />0.0 <br />0 <br />- 1.0 - <br />392 <br />- 392 <br />- <br />- <br />Seg. 2 <br />- <br />Both <br />75.3 <br />0.0 <br />339 <br />- 1.0 - <br />392 <br />- 392 <br />1764 <br />0.19 <br />Seg. 3 <br />- <br />Both <br />42.0 <br />0.0 <br />168 <br />- 1.0 - <br />392 <br />- 392 <br />1568 <br />0.11 <br />Level 1 <br />LnB, Levl <br />- <br />Both <br />- <br />- <br />1115 <br />- - - <br />- <br />- - <br />3136 <br />- <br />Wall B-1 <br />1 <br />Both <br />- <br />- <br />1115 <br />- 1.0 - <br />392 <br />- - <br />3136 <br />- <br />Seg. 1 <br />- <br />W->E <br />180.2 <br />0.0 <br />721 <br />- 1.0 - <br />392 <br />- 392 <br />1568 <br />0.46 <br />- <br />E->W <br />120.4 <br />0.0 <br />481 <br />- 1.0 - <br />392 <br />- 392 <br />1568 <br />0.31 <br />Seg. 2 <br />- <br />W->E <br />98.4 <br />0.0 <br />394 <br />- 1.0 - <br />392 <br />- 392 <br />1568 <br />0.25 <br />- <br />E->W <br />158.3 <br />0.0 <br />633 <br />- 1.0 - <br />392 <br />- 392 <br />1568 <br />0.40 <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 critical for <br />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/v/t - Perforated walls: Collector and in -plane anchorage force as per SDPWS eqn. 4.3-9 = ViFHS/Co. FHS is factored for narrow segments as per <br />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 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 and <br />aspect ratio adjustments. <br />Cc - Adjustment factor for perforated walls from SDPWS Equation 4.3-5. <br />C - Sheathing combination rule, A = Add capacities, S = Strongest side or twice weakest, G = Stiffness -based using SDPWS 4.3-3. <br />Cmb - Combined interior and exterior unit shear capacity including perforated wall factor Co. <br />11 <br />Page 36 of 63 <br />
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