2616 COLBY AVE FRYING LEMON FISH 2024-02-09

Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center -to -center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center -of -screw to edge -of -steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull -over capacity is based on the lesser of pull -over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull -over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. Allowable Screw Connection Capacity (lbs) #6 Screw #8 Screw #10 Screw #12 Screw /<" Screw Thickness Design Fy Fu (Pss = 643lbs, Pts=419lbs) (Pss= 1278 lbs, Pts = 586 Ibs) (Pss= 1644 lbs, Pts = 1158lbs) (Pss= 2330 Ibs, Pis = 2325lbs) (Pss= 3048 Ibs, Pts = 3201 Ibs) (Mils) Thickness Yield Tensile (ksi) (ksi) 0.138" dia, 0.272" Head 0.164" dia, 0.272" Head I 0.190" dia, 0.340" Head 0.216" dia, 0.340" Head 0.250" dia, 0.409" Head She Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull -Out Pull -Over Shear Pull-Over Shear Pull -Out Pull -Over 18 0.0188 33 33 44 24 84 48 29 84 33 105 55 105 60 44 127 27 0.0283 33 33 I 82 37 127 89 43 127 96 50 159 102159 110 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 55 175 118 T156 175 127 73 211 33 0.0346 33 45 151 61 140 I 164 72 195 84 265 188265 203 110 318 43 0.0451 33 45 214 79 140 I 244 94 195 263 109 345 280 345 302 144 415 54 0.0566 33 45 214 100 140 I 344 118 195 370 137 386 394 433 424 180 521 68 0.0713 33 45 214 125 140 I 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 I 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 140 I 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 I 426 171 195 534 198 386 569 225 625 613 261 752 68 0.0713 50 65 F214 140 140 I 426 195 195 548 249 386 777 284 775 866 328 948 97 0.1017 50 65 214 140 140 I 426 195 195 548 356 386 777 405 775 1,016 468 1,067 118 0.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1.016 572 1,067 Weld Capacities Table Notes 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2,and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. Design F Fu Fillet Welds Flare Groove Welds Thickness Tensile (ksi) Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663 54 0.0566 33 45 626 1084 I 682 832 68 0.0713 33 45 789 1365 859 1048 97 0.1017 33 45 1125 1269 54 0.0566 50 65 905 1566 I 985 1202 68 0.0713 50 65 I 1140 1972 I 1241 1514 97 0.1017 50 65 1269 1269 I I 'Weld capacity for material thickness greater than 0.10"requires engineering judgment to determine leg of welds, WI and W2. www.SSMA.com �= Copyright © 2015 by the SSMA