3317 RUCKER AVE C D 2020-07-15 - Laserfiche WebLink

Woodworks®Sh@arwaVI 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 SHEAR RESULTS(flexible wind design,continued) Level 3 LnA, Lev3 - Both - - 1791 - - - - - - 5471 - Wall A-1 2 Both 119.1 - 477 - 1.0 - 364 - 364 1456 0.33 Wall A-3 2 Both 111.7 - 419 - .94 - 364 - 341 1280 0.33 Wall A-5 2 Both 111.7 - 419 - .94 - 364 - 341 1280 0.33 Wall A-7 2 Both 119.1 - 477 - 1.0 - 364 - 364 1456 0.33 Level 2 LnA, Lev2 - Both - 2874 - - - - - - 7108 - Wall A-1 3 Both 191.2 - 765 - .89 - 532 - 473 1892 0.40 Wall A-3 3 Both 179.3 - 672 - .83 - 532 - 443 1663 0.40 Wall A-5 3 Both 179.3 - 672 - .83 - 532 - 443 1663 0.40 Wall A-7 3 Both 191.2 - 765 - .89 - 532 - 473 1892 0.40 Level 1 LnA, Levl - Both - - 3631 - - - - - - 11830 - Wall A-1 2 Both 111.7 - 1480 - 1.0 - 364 - 364 4823 0.31 Wall A-3 2 Both 111.7 - 670 - 1.0 - 364 - 364 2184 0.31 Wall A-5 2 Both 111.7 - 1480 - 1.0 - 364 - 364 4823 0.31 Line F Level 2 LnF, Lev2 - Both - - 1850 - - - - - 4271 - Wall F-1 3 Both 217.6 - 925 - .94 - 532 - 502 2135 0.43 Wall F-4 3 Both 217.6 - 925 - .94 - 532 - 502 2135 0.43 Level 1 LnF, Levl - Both - - 4155 - - - - - - 13720 - Wall F-1 4 Both 207.7 - 2077 - 1.0 - 686 - 686 6860 0.30 Wall F-4 4 Both 207.7 - 2077 - 1.0 - 686 - 686 6860 0.30 Line G Level 3 LnG, Lev3 - Both - - 2159 - - - - - - 5824 - Wall G-1 2 Both 134.9 - 540 - 1.0 - 364 - 364 1456 0.37 Wall G-3 2 Both 134.9 - 540 - 1.0 - 364 - 364 1456 0.37 Wall G-4 2 Both 134.9 - 540 - 1.0 - 364 - 364 1456 0.37 Wall G-6 2 Both 134.9 - 540 - 1.0 - 364 - 364 1456 0.37 Level2 LnG, Lev2 - Both - - 2282 - - - - - - 6975 - Wall G-1 3 Both 154.7 - 619 - .89 - 532 - 473 1892 0.33 Wall G-3 3 Both 174.0 - 1044 - 1.0 - 532 - 532 3192 0.33 Wall G-5 3 Both 154.7 - 619 - .89 - 532 - 473 1892 0.33 Legend: 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 all walls in the Standard Wall group. For Dir-Direction of wind force along shearline. v-Design shear force on segment=ASD factored shear force per unit FHS vmax-Collector shear force for perforated walls as per SDPWS eqn.4.3-8=V/FHS/Co.Full height sheathing(FHS)factored for narrow segments as per 4.3.4.3 V-ASD factored shear force.For shearline:total shearline force.For wall:total of all segments on wall.For segment:force on segment Asp/Cub-For wall:Unblocked structural wood panel factor Cub from SDPWS 4.3.3.2. For segment:Aspect ratio adjustment from SDPWS 4.3.3.4.1 Int-Unit shear capacity of interior sheathing;Ext-Unit shear capacity of exterior sheathing. For wall:Unfactored.For segment:Include Cub factor and aspect ratio adjustments. Co-Adjustment factor for perforated walls from SDPWS Equation 4.3-5. C-Sheathing combination rule,A=Add capacities,S=Strongest side or twice weakest,G=Stiffness-based using SDPWS 4.3-3. Cmb-Combined interior and exterior unit shear capacity including perforated wall factor Co. V-Total factored shear capacity of shearline,wall or segment. Crit Resp-Response ratio=v/Cmb=design shear force/unit shear capacity. S"indicates that the wind design criterior was critical in selecting wall Notes: Refer to Elevation View diagrams for individual level for uplift anchorage force t for perforated walls given by SDPWS 4.3.6.4.2,4. 27