2119 LOMBARD AVE 2023-05-30 - Laserfiche WebLink

WoodWorks® Shearwalls Youngblut.wsw Jun. 10, 2021 16:51:09 SHEAR RESULTS(flexible seismic design) N-S W For ASD Shear Force[pH] Asp-Cub Allowable Shear[pit] Resp. Shearlines Gp Dir v vmax/vft V[Ibs] Int Ext Int Ext Co C Cmb V[Ibs] Ratio Line 1 Level 2 Lnl, Lev2 2 Both 32.3 32.3 776 - 1.0 - 260 1.00 260 6240 0.12W Level 1 Lnl, Levl 2 Both 31.5 31.5 1072 - 1.0 - 260 .1.00 260 8840 0.12W Line 2 Ln2, Levl 2 Both 72.3 72.3 470 - 1.0 - 260 1.00 260 1690 0.28W Line 4 Level 2 Ln4, Lev2 2 Both 37.4 37.4 776 - 1.0 - 260 :1.00 260 5395 0.14W Level 1 Ln4, Levl 2 Both 48.4 48.4 1199 - 1.0 - 260 1.00 260 6435 0.19W E-W W For ASD Shear Force[plf] Asp-Cub Allowable Shear[pH] Resp. Shearlines Gp Dir v vmax/vft V[Ibs] Int Ext Int Ext Co C Cmb V[Ibs] Ratio Line A Level 1 LnA, Levl - }3ot.h - - 203 - - - - - - 2600 - Wall A-1 2 Both 20.3 20.3 203 - 1.0 - 260 1.00 260 2600 0.08W Wall A-2 1 Both 0.0 0 - 1.0 - 640 0.33 213 -- - Line B Level 2 LnB, Lev2 2 Both 52.7 99.8 781 - 1.0 - 260 0.53 137 2035 0.38 Level 1 LnB, Levl - Both - -, 1340 - - - - - - 6915 - Wall B-1 2 Both 49.1 49.1 491 - 1.0 - 260 1.30 260 2600 0.19W Wall B-2 2 Both 35.0 60.1 186 - 1.0 - 260 0.58 151 805 0.23W Wall B-3 2 Both 49.1 49.1 663 - 1.0 - 260 1.00 260 3510 0.19W Line C Level 2 LnC, Lev2 2 Both 43.4 48.2 771 - 1.0 - 260 0.90 234 4158 0.19 Level 1 LnC, Levi 2 Both 239.7 239.7 1198 - 1.0 - 260 1.00 260 1300 0.92W 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 shearline. v-Design shear force on segment=ASD-factored shear force per unit length of full-height sheathing(FHS) 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 per 4.3.4.3 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. 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 or force-transfer pier: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 Table 4.3.3.5. 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. 'W"indicates that the wind design criterion 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. 11