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

WOOC�Works®Shearwalls 17134.1 Rucker Duplex Lateral-UPDATED FEB 2018.wsw Feb.11,2018 12:21:19 SHEAR RESULTS(flexible seismic design,continued) Wall F-4 4^ Both 279.9 - 2799 - 1.0 - 490 - 490 4900 0.57 Line G Level 3 LnG, Lev3 - Both - - 3131 - - - - - - 4160 - Wall G-1 2 Both 195.7 - 783 - 1.0 - 260 - 260 1040 0.75 Wall G-3 2 Both 195.7 - 783 - 1.0 - 260 - 260 1040 0.75 Wall G-4 2 Both 195.7 - 783 - 1.0 - 260 - 260 1040 0.75 Wall G-6 2 Both 195.7 - 783 - 1.0 - 260 - 260 1040 0.75 Level 2 LnG, Lev2 - Both - 3602 - - - - - 4982 - Wall G-1 3 Both 244.2 - 977 - .89 - 380 - 338 1351 0.72 Wall G-3 3 Both 274.8 - 1649 - 1.0 - 380 - 380 2280 0.72 Wall G-5 3 Both 244.2 - 977 - .89 - 380 - 338 1351 '`0.72 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 seismic force along sheariine. 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 sheariine: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 sheariine,wall or segment. Crit Resp-Response ratio=v/Cmb=design shear force/unit shear capacity. "W"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. 41