Page 57 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

58 Shearwall STEEL STRONG-WALL Seismic 2 Wind 3 2500 psi concrete 3000 psi concrete 2500 psi concrete 3000 psi concrete Allowable ASD Shear V Load (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) Drift at Allow. Shear V (in.) Uplift at Allow. Shear V (lbs) 1230 0.33 12760 1230 0.33 11255 1345 0.35 15270 1540 0.41 16670 985 0.41 11150 985 0.41 10010 1155 0.48 15270 1230 0.51 14595 785 0.47 9200 785 0.47 8405 1015 0.61 15110 1015 0.61 12920 630 0.52 7620 630 0.52 7045 820 0.68 12120 820 0.68 10770 1850 0.23 14160 1850 0.23 12940 2270 0.29 20755 2310 0.29 18395 1500 0.31 12915 1500 0.31 11900 1875 0.38 19180 1875 0.38 16800 1270 0.37 12025 1270 0.37 11140 1590 0.47 17625 1590 0.47 15670 1090 0.44 11130 1090 0.44 10360 1360 0.55 16135 1360 0.55 14530 940 0.51 10300 940 0.51 9630 1175 0.63 14820 1175 0.63 13480 815 0.58 9480 815 0.58 8900 1020 0.73 13560 1020 0.73 12440 3585 0.24 26880 3630 0.24 23725 3585 0.24 26880 4365 0.29 33055 3075 0.32 26880 3110 0.33 23695 3075 0.32 26880 3745 0.39 33055 2725 0.41 26880 2760 0.42 23785 2725 0.41 26880 3315 0.50 33055 2445 0.51 26880 2465 0.52 23545 2445 0.51 26880 2980 0.63 33055 2065 0.58 23365 2065 0.58 20825 2220 0.62 26880 2685 0.75 32625 1710 0.63 19600 1710 0.63 17905 2030 0.75 26880 2220 0.82 27005 1455 0.68 17225 1455 0.68 15935 1870 0.88 26880 1890 0.89 23635 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 4600 0.19 26205 4740 0.20 24855 5210 0.22 33005 5900 0.24 35345 21 80 3 12 1" SSW21x7 4040 0.27 27255 4040 0.27 24590 4470 0.29 33005 5045 0.33 35160 1" 21 93 3 12 SSW21x8 3555 0.34 26935 3555 0.34 24350 3960 0.38 33005 4440 0.42 34740 21 105 3 12 1" SSW21x9 3135 0.41 26160 3135 0.41 23745 3555 0.47 33005 3920 0.52 33715 1" 21 117 3 12 SSW21x10 2860 0.50 26405 2860 0.50 23935 3225 0.57 33005 3575 0.63 34035 21 129 5 12 1" SSW21x11 2605 0.60 26180 2605 0.60 23760 2950 0.68 33005 3255 0.75 33740 1" 21 141 5 12 SSW21x12 2315 0.68 24655 2315 0.68 22550 2720 0.80 33005 3005 0.89 33845 21 153 5 12 1" SSW21x13 5420 0.15 24555 5505 0.15 23410 6630 0.18 33990 6880 0.19 32240 1" 24 80 3 14 SSW24x7 4750 0.21 25340 4750 0.21 23590 5820 0.26 35440 5935 0.26 32510 24 93 3 14 1" SSW24x8 4230 0.27 25565 4230 0.27 23780 5240 0.34 36530 5290 0.34 32805 1" 24 105 3 14 SSW24x9 3800 0.34 25585 3800 0.34 23800 4750 0.42 37235 4750 0.42 32830 24 117 3 14 1" SSW24x10 3480 0.41 25960 3480 0.41 24110 4350 0.51 37940 4350 0.51 33310 1" 24 129 5 14 SSW24x11 3200 0.50 26135 3200 0.50 24260 4000 0.62 38275 4000 0.62 33540 24 141 5 14 1" SSW24x12 2970 0.59 26405 2970 0.59 24485 3710 0.74 38880 3710 0.74 33885 1" 24 153 5 14 SSW24x13 Allowable ASD Shear V Load (lbs) Allowable ASD Shear V Load (lbs) Allowable ASD Shear V Load (lbs) 1. SDS x3 screws provided with wall. 2. For designs using R=5.5 per 1997 UBC or R=6.0 per 2000 IBC. 3. May also be used for Seismic designs using R=4.4 per 1997 UBC. 4. Loads applicable to designs using the ASD alternate basic load combinations of the UBC and IBC. For designs per the ASD basic load combinations, divide shear, drift, uplift and axial values by 1.33. 5. Loads based on a 4000 lbs. total axial load acting on the entire panel in combination with the shear load. Refer to ICC-ES ESR-1679 for corresponding shear loads at 1000 lbs. and 7500 lbs. 6. Uplifts are net overturning forces which include the effects of axial loading. 7. See Simpson catalog C-CFS06 for S/SSW models for Cold Form Steel Construction. 8. See page 61 for SSWAB anchor bolt information. STEEL STRONG-WALL ON CONCRETE FOUNDATIONS 1997 UNIFORM BUILDING CODE AND 2000 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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