3332 COLBY AVE CALVARY BAPTIST CHURCH 2025-06-09

Screw Capacities SSMA 14 Screw Capacities ire Notes ,. Capacities based on AISI S100 Section E4. 6. Pull-out capacity is based on the lesser of pull-out capacity in 2. When connecting materials of different steel thicknesses or sheet closest to screw tip or tension strength of screw. tensile strengths, use the lowest values.Tabulated values 7. Pull-over capacity is based on the lesser of pull-over capacity for assume two sheets of equal thickness are connected. sheet closest to screw header or tension strength of screw. 3. Capacities are based on Allowable Strength Design (ASD) and 8. Values are for pure shear or tension loads. See AISI Section E4.5 include safety factor of 3.0. for combined shear and pull-over. 4. Where multiple fasteners are used,screws are assumed to 9. Screw Shear(Pss),tension (Pts), diameter,and head diameter have a center-to-center spacing of at least 3 times the nominal are from CFSEI Tech Note (F701-12). diameter(d). 10.Screw shear strength is the average value,and tension strength 5. Screws are assumed to have a center-of-screw to edge-of-steel is the lowest value listed in CFSEI Tech Note(F701-12). dimension of at least 1.5 times the nominal diameter(d)of the 11.Higher values for screw strength (Pss,Pts),may be obtained by screw. specifying screws from a specific manufacturer. Allowable Screw Connection Capacity(Ibs) 9S Sawa 111 Sava 610 Screw 612 Saar IV Screw YWd Tensile (Psis=643 Ls,Pb=419 Ibs) (Pss=1276 Li Pb=586 Ors) (Psi=1644Ibs,Pb=1158 Ls) (Pus 23301ba,Pb'2325 Ms)(Pisa 3048 Ls,Pts=3201 Ls) 'Thickness (kN) 0 4 0.138"dla,0.272'Head 0.164'dia,0.272'Head 0.190"dla,0.340'Head 0.216'dia.0.340"Head 0.250'dia,OAO9'Head Shear Pull-Out Pull-Over Shear I Pun-Out Pun-Over Shear !Pun-Out 1PuO.Over Shear I Pun-Out IPun-Over, Shear I PW-Out,Pun-over 18 0.0188 33 33 44 24 84 48 29 84 52 i 33 1 105 55 1 38 105 60 t 44 I 127 27 0.0283 33 33 82 37 127 89 43 127 r. g 50 159 102 57 159 110 i 66 191 30 0.0312 33 33 95 40 140 103 48 140 111 , 55 175 118 I 63 175 127 I 73 211 33 0.0346 33 45 151 61 140 164 72 1 84 265 188 f 95 265 203 1 110 318 43 0.0451 33 45 214 79 140 244 94 263 F 109 345 280 124 345 302 i 144 ( 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 i 433 424 180 521 68 0.0713 33 45 214 125 E 140 426 149 195 523 I 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 936 118 0.1242 33 45 214 140 i 140 426 6 195 195 548 I 301 386 777 F 342 ' 775 1.016 396 1.067 54 0.0566 50 65 214 140 140 426 1 171 195 534 ' 198 386 569 r 225 625 613 261 752 68 0.0713 50 65 214 140 140 426 ' 195 195 548 ( 249 386 777 I 284 775 866 328 I 948 97 0.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 r 775 1,016 468 1,067 118 0.1242 50 65 214 I 140 1 140 426 i 195 I 195 548 386 386 777 I 494 1 775 1.016 572 I 1,067 SUPREME Allowable Screw Connection Capacity(Pounds Per Screw) M Screw O8 Screw 61O Screw 1912 Screw '4 Saw mange Dalian FY Fu (Pas=543 lbs,Pb=419lbs) (Pas=1216 Ls,Pts=586 In) (Pea=1644 La,Pb=1158 Ls) (Pas.2330 Ws,Pb=2325 La)(P45=3040 lbs.Pts=3201 ass) OsIO Thion) 11,24 own ckness Trude0.13r Ma;027"Heed 0.164-Die;0.272"Hied 0.190"Dias 0.340"Head 0.216'Ola;0.340-Head 0.250"Dia;0.409'Head Shear Pull-Out Pun-Ova Shear Pull-Out IRA-Over Sheer 1 Pun-Out PunOver Shea Pun-Out 1Pun-Over Shear 0 Pun-Out Pull-0wr D25 0.0155 50 65 111' 39 I 137 111" 47 137 111" 54 171 - - - . - 020 0.0188 57 65 142' 48 140 150' 57 166 164 66 , 208 109 I 75 , 208 - - 30EQD 0.0235 57 65 174' 60 I 140 184' 71 I 195 236' I 82 260 152 93 260 - - - 33E0D 0.0235 57 65 174' 60 140 184' 71 195 236' 82 260 152 T 93 260 - - 33E0S 0.0295 57 65 171 75140 187 I 89 195 201 ! 103 326 214 I 117 I 326 231 136 392 43E0S 0.0400 57 65 270 102 a 140 295 i 121 195 317 140 386 338 159 , 442 364 184 532 'Values are based on testing using AISI 5100 procedures. Complies With 2009,2012 and 2015 IBC www.SCAFCO.com aRr n