Page 58 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

59 Shearwall STEEL STRONG-WALL Seismic 2 Wind 2500 psi concrete 3000 psi concrete 2500 psi concrete 3000 psi concrete Allowable ASD Shear V Load (lbs) 1" 18 153 5 9 1" 18 141 5 9 1" 18 129 5 9 1" 18 117 3 9 1" 18 105 3 9 1" 18 93 3 9 1" 18 80 3 9 1" 15 141 5 6 1" 15 129 5 6 1" 15 117 3 6 1" 15 105 3 6 1" 15 93 3 6 1" 15 80 3 6 " 12 117 3 4 " 12 105 3 4 " 12 93 3 4 " 12 80 3 4 W H T Qty of Top of Wall Screws 1 Anchor Bolt dia. (2 per wall) SSW15x11 SSW15x7 SSW15x8 SSW15x9 SSW15x10 SSW18x7 SSW18x8 SSW18x9 SSW15x12 SSW12x7 SSW12x8 SSW12x9 SSW12x10 Model No. SSW18x10 SSW18x11 SSW18x12 SSW18x13 21 80 3 12 1" SSW21x7 1" 21 93 3 12 SSW21x8 21 105 3 12 1" SSW21x9 1" 21 117 3 12 SSW21x10 21 129 5 12 1" SSW21x11 1" 21 141 5 12 SSW21x12 21 153 5 12 1" SSW21x13 1" 24 80 3 14 SSW24x7 24 93 3 14 1" SSW24x8 1" 24 105 3 14 SSW24x9 24 117 3 14 1" SSW24x10 1" 24 129 5 14 SSW24x11 24 141 5 14 1" SSW24x12 1" 24 153 5 14 SSW24x13 Allowable ASD Shear V Load (lbs) Allowable ASD Shear V Load (lbs) Allowable ASD Shear V Load (lbs) 875 0.23 8470 875 0.23 7365 965 0.25 10450 1095 0.29 11150 690 0.29 7175 690 0.29 6355 830 0.34 10450 865 0.36 9515 565 0.34 6100 565 0.34 5470 705 0.42 9560 705 0.42 8165 455 0.38 4985 455 0.38 4515 570 0.47 7690 570 0.47 6765 1330 0.17 9670 1330 0.17 8745 1645 0.21 14565 1665 0.21 12670 1075 0.22 8695 1075 0.22 7930 1345 0.27 13150 1345 0.27 11435 905 0.26 7925 905 0.26 7275 1130 0.33 11840 1130 0.33 10465 770 0.31 7210 770 0.31 6650 960 0.39 10675 960 0.39 9560 650 0.35 6430 650 0.35 5960 815 0.44 9470 815 0.44 8580 550 0.39 5615 550 0.39 5230 690 0.49 8265 690 0.49 7565 2615 0.17 19160 2955 0.20 20390 2615 0.17 19160 3195 0.21 23790 2240 0.24 19160 2575 0.27 20995 2240 0.24 19160 2740 0.29 23790 1985 0.30 19160 2240 0.34 20275 1985 0.30 19160 2430 0.37 23790 1785 0.37 19160 1930 0.40 18800 1785 0.37 19160 2180 0.46 23790 1615 0.45 19160 1670 0.47 17330 1615 0.45 19160 1980 0.55 23790 1450 0.54 18405 1450 0.54 15955 1480 0.55 19160 1810 0.67 23790 1265 0.59 16440 1265 0.59 14555 1365 0.64 19160 1580 0.74 21315 3550 0.15 20670 3550 0.15 18370 3810 0.16 23755 4440 0.18 26735 3170 0.21 22270 3170 0.21 19515 3270 0.22 23755 3960 0.26 28870 2870 0.27 23335 2870 0.27 20240 2895 0.28 23755 3535 0.34 29305 2585 0.34 23445 2585 0.34 20315 2600 0.34 23755 3170 0.42 29305 2230 0.39 21195 2230 0.39 18750 2360 0.41 23755 2785 0.49 27430 1935 0.45 19280 1935 0.45 17320 2160 0.50 23755 2420 0.56 24905 1690 0.50 17515 1690 0.50 15930 1990 0.59 23755 2110 0.62 22610 4585 0.13 22115 4585 0.13 20055 5240 0.15 28350 5730 0.16 28495 4085 0.18 23610 4085 0.18 21215 4495 0.20 28350 5105 0.23 30460 3685 0.24 24385 3685 0.24 21795 3980 0.26 28350 4570 0.29 31040 3365 0.30 25165 3365 0.30 22370 3575 0.32 28350 4100 0.36 31010 2970 0.35 23920 2970 0.35 21450 3240 0.38 28350 3710 0.44 30865 2600 0.40 22170 2600 0.40 20100 2965 0.46 28350 3250 0.51 28565 2290 0.45 20525 2290 0.45 18785 2735 0.54 28350 2860 0.57 26425 Drift at Allow. Shear V (in.) Uplift at Allow. Shear V (lbs) Drift at Allow. Shear V (in.) Uplift at Allow. Shear V (lbs) Drift at Allow. Shear V (in.) Uplift at Allow. Shear V (lbs) Drift at Allow. Shear V (in.) Uplift at Allow. Shear V (lbs) 1. SDS x3 screws provided with wall. 2. For designs using R=6.5 3. Loads applicable to designs using the ASD basic (Section 1605.3.1) or the alternate basic (Section 1605.3.2) load combinations. 4. Loads based on a 4000 lbs. total axial load acting on entire panel in combination with the shear load. Contact Simpson for corresponding shear loads at 1000 lbs. and 7500 lbs. 5. Uplifts are net overturning forces which include the effects of axial loading. 6. See Simpson catalog C-CFS06 for S/SSW models for Cold Form Steel Construction. 7. Published wind values are approved for use in the State of Florida (refer to FL5113) 8. See page 61 for SSWAB anchor bolt information. STEEL STRONG-WALL ON CONCRETE FOUNDATIONS 2003 INTERNATIONAL BUILDING CODE The building designer shall verify that these details are consistent with the complete load path requirements of the structure.

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