steel deck fastening systems racing tip screw deck ... tip screw deck fastening system 3.5.4 3

Racing Tip Screw Deck Fastening System 3.5.4

Steel Deck Fastening Systems

Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2015 137

3.5.4.1 Product DescriptionThe Hilti Racing Tip fastening system consists of the Hilti SDT 5 stand-up screw fastening system and the S-MD 12-24 x 1-5/8 M HWH5 Racing Tip fasteners, which are available in a collated version.

The SDT 5 Decking system can be powered with either the ST 1800 Adjustable Torque Screwdriver or the ST 1800-A18 Cordless Adjustable

Torque Screwdriver. Loaded with up to 50 frame fasteners or sidelap connectors this system can perform frame attachment and sidelap connections. Contact Hilti for specific tool recommendations.

Hilti S-MD 12-24 x 1-5/8 M HWH5 Racing Tip steel deck fasteners comply with ANSI/SDI RD1.0, C1.0 and NC1.0 standards.

3.5.4.2 Material SpecificationsFastener

designationFastener material

Fastener plating

S-MD 12-24 x 1-5/8 M HWH5 Carbon Steel 5 µm Zinc1

1 ASTM B633, SC 1, Type III. Reference Section 2.3.3.1 for more information.

3.5.4.3 Technical DataAllowable pullout loads for attachments to steel base material lb (kN)1,3,4

FastenerBase material thickness in. (Gauge)

0.0598 (16) 0.0747 (14) 0.1046 (12) 1/82 1/42

S-MD 12-24 x 1-5/8 M HWH5 215 (0.96) 265 (1.18) 370 (1.65) 505 (2.25) 505 (2.25)1 Unless otherwise noted, allowable load values based upon calculations done in accordance with

Section E4 of AISI S100 with Fu = 58 ksi.2 Allowable load values based upon testing performed in ASTM A36 (Fu≥58ksi)platesteel.3 Allowable tension pullout load values must be compared with allowable tension pullover load values.

Use lesser value.4 Allowable load values based on safety factor of 3.0 per AISI S100.

Allowable tension pullover and shear bearing loads for attaching steel deck 1,2,3,4

Fastener

Steel deck gauge (in.)16 (0.0598) 18 (0.0474) 20 (0.0358) 22 (0.0295) 24 (0.0239)

Tension lb (kN)

Shear5 lb (kN)

Tension lb (kN)

Shear5 lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

Tension lb (kN)

Shear lb (kN)

S-MD 12-24 x 1-5/8 M HWH5560 620 445 620 335 555 275 400 225 260

(2.49) (2.76) (1.98) (2.76) (1.49) (2.47) (1.22) (1.78) (1.00) (1.16)

1 Allowable load values are based upon a safety factor of 3.0 per AISI S100.2 Allowable load values based upon ASTM A1008, or minimum ASTM A653 SQ33 steel deck.3 Allowable tension pullover load values based upon calculations done in accordance with Section E4 of AISI S100 with Fu = 45 ksi.4 Allowable tension pullover load values must be compared with allowable tension pullout load values. Use lesser value.5 Allowable load value limited by screw fastener shear strength.

3.5.4.1 Product Description

3.5.4.2 MaterialSpecifications

3.5.4.3 Technical Data

3.5.4.4 Ordering Information

Approvals/ListingsICC-ES (International Code Council) ESR-3693FM (Factory Mutual) For attaching Class 1 Steel Roof Decks with 1-60, 1-75 and 1-90 wind uplift ratingsUL (Underwriters Laboratories) Fasteners for attaching steel roof deck (upliftandfireclassification)

S-MD 12-24 x 1-5/8 M HWH5

3.5.4 Racing Tip Screw Deck Fastening System


138 Hilti, Inc. (US) 1-800-879-8000 | www.us.hilti.com I en español 1-800-879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hilti.ca I Direct Fastening Technical Guide 2015

Allowable Stress Design (ASD) - Allowable diaphragm shears, SASD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 36/7 or 36/5 end and interior support fastener patterns1,2,3,4,5

GaugeSidelap spacing

Hilti SLC6,7,8Factor

Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"

Fasteners per sheet to support7 5 7 5 7 5 7 5 7 5 7 5 7 5

22

36" O.C.SASD 344 308 299 272 265 247 240 228 221 212 208 199 197 189G' 48.2 13.2 51.6 15.8 53.7 18.0 54.9 20.0 55.5 21.8 55.8 23.4 55.9 24.8

24" O.C.SASD 385 343 342 310 312 286 291 269 272 255 259 244 248 235G' 49.9 13.4 54.2 16.0 57.1 18.5 59.2 20.7 60.7 22.7 61.7 24.5 62.5 26.2

18" O.C.SASD 424 374 384 344 355 322 334 306 318 294 306 284 296 275G' 51.2 13.5 56.2 16.3 59.9 18.8 62.7 21.1 64.8 23.3 66.4 25.3 67.7 27.2

12" O.C.SASD 496 427 460 403 435 385 416 372 402 362 390 353 381 346G' 53.3 13.7 59.4 16.5 64.1 19.2 67.8 21.8 70.9 24.1 73.4 26.4 75.5 28.5

6" O.C.SASD 663 531 639 519 622 510 609 503 600 498 592 493 585 490G' 56.9 13.9 64.7 17.0 71.1 19.9 76.4 22.7 81.0 25.3 85.0 27.8 88.4 30.3

20

36" O.C.SASD 463 416 400 365 353 329 318 302 291 278 271 259 256 246G' 65.5 20.3 68.2 23.8 69.4 26.8 69.7 29.3 69.5 31.5 69.1 33.3 68.6 34.9

24" O.C.SASD 514 459 454 412 411 378 379 352 353 333 333 317 318 304G' 68.3 20.6 72.3 24.4 74.7 27.7 76.1 30.6 76.9 33.2 77.4 35.5 77.6 37.5

18" O.C.SASD 563 499 505 455 464 424 435 400 412 382 394 367 379 355G' 70.7 20.9 75.7 24.8 79.0 28.4 81.3 31.5 83.0 34.4 84.2 37.0 85.0 39.4

12" O.C.SASD 654 568 601 531 564 505 537 485 516 469 499 457 486 446G' 74.3 21.2 80.9 25.5 85.7 29.3 89.4 32.8 92.2 36.1 94.5 39.1 96.4 41.9

6" O.C.SASD 872 711 835 691 809 676 789 664 774 655 762 648 752 642G' 80.8 21.8 90.0 26.4 97.3 30.7 103.3 34.7 108.2 38.5 112.4 42.0 115.9 45.4

18

36" O.C.SASD 540 484 470 428 422 389 383 359 354 336 331 318 313 301G' 97.6 36.5 97.6 41.5 96.3 45.4 94.5 48.4 92.7 50.8 90.8 52.6 89.1 54.2

24" O.C.SASD 606 539 540 488 493 452 459 424 434 403 413 386 395 372G' 103.1 37.5 105.0 43.1 105.4 47.7 105.0 51.5 104.3 54.7 103.5 57.4 102.6 59.7

18" O.C.SASD 669 588 606 543 562 509 530 484 505 465 485 449 469 437G' 107.7 38.2 111.2 44.3 113.0 49.5 113.8 53.9 114.1 57.7 114.2 61.0 114.0 63.9

12" O.C.SASD 784 673 728 636 689 609 660 588 637 573 620 560 605 549G' 115.2 39.3 121.2 46.1 125.1 52.0 127.8 57.3 129.7 61.9 131.1 66.0 132.1 69.7

6" O.C.SASD 1046 835 1010 816 984 803 965 793 950 785 938 778 928 773G' 129.2 41.0 139.6 48.8 147.4 55.9 153.4 62.3 158.2 68.2 162.2 73.6 165.4 78.6

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf,withtherange16gauge(0.0598")≤tf≤1/4".2 TabulatedASDdiaphragmshearloadsarecalculatedwithasafetyfactor(Ω)of2.35forwindloads.TocalculateASDvaluesforloadcombinationsinvolving

earthquake,multiplyvaluesintableby2.35anddividebyasafetyfactor(Ω)of2.50.Panelbucklinghasbeenchecked.3 Please refer to footnotes 4 through 8 at the end of Section 3.5.6 on page 152.

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Allowable Stress Design (ASD) - Allowable diaphragm shears, SASD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 36/4 or 36/3 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SASD 252 212 226 194 207 181 194 171 183 163 174 157 167 152G' 9.7 4.9 11.6 6.0 13.4 7.1 15.1 8.1 16.6 9.0 17.9 10.0 19.2 10.8

24" O.C.SASD 283 233 260 220 244 209 232 201 222 194 214 189 208 185G' 9.8 5.0 11.8 6.1 13.7 7.2 15.5 8.2 17.2 9.3 18.7 10.2 20.2 11.2

18" O.C.SASD 310 251 291 240 276 231 265 225 257 220 250 215 244 212G' 9.8 5.0 12.0 6.1 13.9 7.3 15.8 8.4 17.6 9.4 19.3 10.4 20.8 11.4

12" O.C.SASD 354 276 339 269 329 263 320 259 314 256 309 253 305 251G' 9.9 5.0 12.1 6.2 14.2 7.4 16.2 8.5 18.1 9.6 19.9 10.6 21.7 11.7

6" O.C.SASD 429 311 423 309 418 307 415 306 412 305 410 304 408 303G' 10.1 5.1 12.4 6.3 14.6 7.5 16.8 8.6 18.8 9.8 20.8 10.9 22.8 12.0

20

36" O.C.SASD 339 286 301 260 275 241 255 227 239 215 224 206 214 198G' 15.0 7.8 17.8 9.5 20.3 11.0 22.4 12.5 24.4 13.8 26.1 15.1 27.6 16.3

24" O.C.SASD 378 314 345 293 321 277 303 265 289 255 278 247 268 241G' 15.2 7.9 18.2 9.6 20.9 11.3 23.4 12.8 25.6 14.3 27.7 15.7 29.5 17.1

18" O.C.SASD 413 338 384 320 362 307 346 297 333 289 323 282 315 277G' 15.4 7.9 18.5 9.7 21.4 11.4 24.0 13.1 26.5 14.6 28.7 16.1 30.8 17.6

12" O.C.SASD 472 372 449 361 432 352 419 345 409 339 401 335 395 331G' 15.6 8.0 18.9 9.9 22.0 11.6 24.9 13.3 27.6 15.0 30.1 16.6 32.5 18.2

6" O.C.SASD 578 425 568 421 560 418 554 415 549 414 546 412 543 411G' 16.0 8.1 19.5 10.0 22.8 11.9 26.0 13.7 29.1 15.5 32.0 17.2 34.8 18.9

18

36" O.C.SASD 396 332 356 306 327 286 306 270 289 258 276 248 265 240G' 27.5 14.9 31.8 17.7 35.3 20.3 38.2 22.6 40.7 24.7 42.7 26.6 44.4 28.3

24" O.C.SASD 446 367 411 346 385 329 366 317 351 307 340 299 330 292G' 28.2 15.1 33.0 18.2 37.1 21.0 40.6 23.6 43.7 26.0 46.4 28.3 48.8 30.3

18" O.C.SASD 489 394 458 377 436 364 420 355 407 347 396 340 388 335G' 28.7 15.3 33.9 18.5 38.4 21.5 42.4 24.3 45.9 26.9 49.1 29.4 51.9 31.7

12" O.C.SASD 557 433 535 422 519 414 506 408 497 403 489 399 482 396G' 29.5 15.6 35.0 19.0 40.1 22.2 44.7 25.2 48.9 28.1 52.7 30.8 56.2 33.4

6" O.C.SASD 673 487 664 483 657 481 652 479 648 477 645 476 643 475G' 30.5 15.9 36.8 19.5 42.6 23.0 48.0 26.3 53.1 29.5 57.8 32.6 62.2 35.6

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf,withtherange16gauge(0.0598")≤tf≤1/4".2 TabulatedASDdiaphragmshearloadsarecalculatedwithasafetyfactor(Ω)of2.35forwindloads.TocalculateASDvaluesforloadcombinationsinvolving

earthquake,multiplyvaluesintableby2.35anddividebyasafetyfactor(Ω)of2.50.Panelbucklinghasbeenchecked.3 Please refer to footnotes 4 through 8 at the end of Section 3.5.6 on page 152.

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD) - Factored resistance diaphragm shears, SLRFD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 36/7 or 36/5 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 565 507 491 448 436 405 394 374 363 348 341 327 324 311

G' 48.2 13.2 51.6 15.8 53.7 18.0 54.9 20.0 55.5 21.8 55.8 23.4 55.9 24.8

24" O.C.SLRFD 633 563 562 509 513 470 477 441 447 419 425 401 407 386

G' 49.9 13.4 54.2 16.0 57.1 18.5 59.2 20.7 60.7 22.7 61.7 24.5 62.5 26.2

18" O.C.SLRFD 697 614 631 565 584 530 550 503 523 483 503 466 486 453

G' 51.2 13.5 56.2 16.3 59.9 18.8 62.7 21.1 64.8 23.3 66.4 25.3 67.7 27.2

12" O.C.SLRFD 816 702 756 662 714 633 684 611 660 594 641 581 626 569

G' 53.3 13.7 59.4 16.5 64.1 19.2 67.8 21.8 70.9 24.1 73.4 26.4 75.5 28.5

6" O.C.SLRFD 1089 873 1050 852 1022 838 1001 826 985 817 972 810 962 805

G' 56.9 13.9 64.7 17.0 71.1 19.9 76.4 22.7 81.0 25.3 85.0 27.8 88.4 30.3

20

36" O.C.SLRFD 761 684 657 600 579 540 522 495 479 457 445 426 421 404

G' 65.5 20.3 68.2 23.8 69.4 26.8 69.7 29.3 69.5 31.5 69.1 33.3 68.6 34.9

24" O.C.SLRFD 845 755 745 677 676 621 623 579 580 547 547 521 522 500

G' 68.3 20.6 72.3 24.4 74.7 27.7 76.1 30.6 76.9 33.2 77.4 35.5 77.6 37.5

18" O.C.SLRFD 925 820 830 748 763 696 714 657 677 627 647 603 623 584

G' 70.7 20.9 75.7 24.8 79.0 28.4 81.3 31.5 83.0 34.4 84.2 37.0 85.0 39.4

12" O.C.SLRFD 1075 933 988 873 927 830 882 797 848 771 820 750 798 734

G' 74.3 21.2 80.9 25.5 85.7 29.3 89.4 32.8 92.2 36.1 94.5 39.1 96.4 41.9

6" O.C.SLRFD 1434 1168 1372 1135 1329 1110 1297 1092 1272 1077 1252 1065 1236 1056

G' 80.8 21.8 90.0 26.4 97.3 30.7 103.3 34.7 108.2 38.5 112.4 42.0 115.9 45.4

18

36" O.C.SLRFD 887 796 772 704 693 639 630 590 581 552 544 522 514 495

G' 97.6 36.5 97.6 41.5 96.3 45.4 94.5 48.4 92.7 50.8 90.8 52.6 89.1 54.2

24" O.C.SLRFD 996 886 887 802 811 742 755 697 712 662 678 635 648 612

G' 103.1 37.5 105.0 43.1 105.4 47.7 105.0 51.5 104.3 54.7 103.5 57.4 102.6 59.7

18" O.C.SLRFD 1099 967 996 891 923 837 870 796 829 764 797 739 771 718

G' 107.7 38.2 111.2 44.3 113.0 49.5 113.8 53.9 114.1 57.7 114.2 61.0 114.0 63.9

12" O.C.SLRFD 1288 1105 1196 1044 1132 1000 1084 967 1047 941 1018 920 995 903

G' 115.2 39.3 121.2 46.1 125.1 52.0 127.8 57.3 129.7 61.9 131.1 66.0 132.1 69.7

6" O.C.SLRFD 1719 1372 1659 1341 1617 1319 1585 1302 1561 1289 1541 1279 1526 1270

G' 129.2 41.0 139.6 48.8 147.4 55.9 153.4 62.3 158.2 68.2 162.2 73.6 165.4 78.6

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf,withtherange16gauge(0.0598")≤tf≤1/4".2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolving

earthquake,dividevaluesintableby0.70andmultiplybyaphifactor(Φ)of0.65.Panelbucklinghasbeenchecked.3 Please refer to footnotes 4 through 8 at the end of Section 3.5.6 on page 152.

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Load Resistance Factor Design (LRFD) - Factored resistance diaphragm shears, SLRFD, (plf) and stiffness factors, G', (kips/in.) for standard 1-1/2" deep flutes, 6" center-to-center steel deck (Fy ≥ 33 ksi; Fu ≥ 45 ksi) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 36/4 or 36/3 end and interior support fastener patterns1,2,3,4,5



Span (ft- in.)4'-0" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0"


22

36" O.C.SLRFD 414 348 371 319 341 298 318 282 300 268 286 258 274 249

G' 9.7 4.9 11.6 6.0 13.4 7.1 15.1 8.1 16.6 9.0 17.9 10.0 19.2 10.8

24" O.C.SLRFD 465 384 428 361 401 344 381 330 365 319 352 311 342 304

G' 9.8 5.0 11.8 6.1 13.7 7.2 15.5 8.2 17.2 9.3 18.7 10.2 20.2 11.2

18" O.C.SLRFD 510 412 477 394 454 380 436 369 422 361 411 354 402 348

G' 9.8 5.0 12.0 6.1 13.9 7.3 15.8 8.4 17.6 9.4 19.3 10.4 20.8 11.4

12" O.C.SLRFD 582 453 558 442 540 433 527 426 516 420 508 416 501 412

G' 9.9 5.0 12.1 6.2 14.2 7.4 16.2 8.5 18.1 9.6 19.9 10.6 21.7 11.7

6" O.C.SLRFD 705 511 695 507 687 504 682 502 677 501 674 499 671 498

G' 10.1 5.1 12.4 6.3 14.6 7.5 16.8 8.6 18.8 9.8 20.8 10.9 22.8 12.0

20

36" O.C.SLRFD 556 470 495 428 452 396 419 372 393 353 369 338 352 325

G' 15.0 7.8 17.8 9.5 20.3 11.0 22.4 12.5 24.4 13.8 26.1 15.1 27.6 16.3

24" O.C.SLRFD 621 516 567 482 527 456 498 435 475 419 456 406 441 395

G' 15.2 7.9 18.2 9.6 20.9 11.3 23.4 12.8 25.6 14.3 27.7 15.7 29.5 17.1

18" O.C.SLRFD 679 555 631 526 595 505 569 488 548 474 531 464 518 455

G' 15.4 7.9 18.5 9.7 21.4 11.4 24.0 13.1 26.5 14.6 28.7 16.1 30.8 17.6

12" O.C.SLRFD 775 612 737 593 710 578 689 567 672 558 659 550 648 544

G' 15.6 8.0 18.9 9.9 22.0 11.6 24.9 13.3 27.6 15.0 30.1 16.6 32.5 18.2

6" O.C.SLRFD 950 698 933 692 920 687 910 683 903 680 897 677 892 675

G' 16.0 8.1 19.5 10.0 22.8 11.9 26.0 13.7 29.1 15.5 32.0 17.2 34.8 18.9

18

36" O.C.SLRFD 651 546 585 502 538 470 502 444 475 424 453 408 435 394

G' 27.5 14.9 31.8 17.7 35.3 20.3 38.2 22.6 40.7 24.7 42.7 26.6 44.4 28.3

24" O.C.SLRFD 732 603 675 568 633 541 602 521 577 505 558 491 542 480

G' 28.2 15.1 33.0 18.2 37.1 21.0 40.6 23.6 43.7 26.0 46.4 28.3 48.8 30.3

18" O.C.SLRFD 803 647 753 620 717 599 690 583 668 570 651 559 637 550

G' 28.7 15.3 33.9 18.5 38.4 21.5 42.4 24.3 45.9 26.9 49.1 29.4 51.9 31.7

12" O.C.SLRFD 916 711 879 694 852 681 832 670 816 662 803 655 793 650

G' 29.5 15.6 35.0 19.0 40.1 22.2 44.7 25.2 48.9 28.1 52.7 30.8 56.2 33.4

6" O.C.SLRFD 1106 799 1091 794 1080 790 1072 787 1065 785 1060 783 1056 781

G' 30.5 15.9 36.8 19.5 42.6 23.0 48.0 26.3 53.1 29.5 57.8 32.6 62.2 35.6

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf,withtherange16gauge(0.0598")≤tf≤1/4".2 TabulatedLRFDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.70forwindloads.TocalculateLRFDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3




Limit States Design (LSD) - Factored resistance diaphragm shears, SLSD, (N/mm) and stiffness factors, G', (103 N/mm) for standard 38 mm deep flutes, 152 mm center-to-center steel deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 914/7 (36/7) or 914/5 (36/5) end and interior support fastener patterns1,2,3,4,5



Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm O.C.SLSD 7.8 7.0 6.8 6.1 6.0 5.6 5.4 5.1 5.0 4.8 4.7 4.5 4.5 4.3G' 8.4 2.3 9.0 2.7 9.4 3.1 9.6 3.5 9.7 3.8 9.8 4.1 9.8 4.3

600 mm O.C.SLSD 8.7 7.7 7.7 7.0 7.1 6.5 6.6 6.1 6.2 5.8 5.8 5.5 5.6 5.3G' 8.7 2.3 9.5 2.8 10.0 3.2 10.4 3.6 10.6 3.9 10.8 4.3 11.0 4.6

450 mm O.C.SLSD 9.6 8.4 8.7 7.8 8.0 7.3 7.6 6.9 7.2 6.6 6.9 6.4 6.7 6.2G' 8.9 2.3 9.8 2.8 10.5 3.3 11.0 3.7 11.3 4.0 11.6 4.4 11.9 4.7

300 mm O.C.SLSD 11.2 9.6 10.4 9.1 9.8 8.7 9.4 8.4 9.1 8.1 8.8 8.0 8.6 7.8G' 9.3 2.4 10.3 2.9 11.2 3.3 11.8 3.8 12.4 4.2 12.8 4.6 13.2 4.9

150 mm O.C.SLSD 14.9 11.9 14.4 11.6 14.0 11.4 13.7 11.3 13.5 11.2 13.3 11.1 13.2 11.0G' 9.9 2.4 11.2 2.9 12.4 3.4 13.3 3.9 14.1 4.4 14.8 4.8 15.4 5.2

20

900 mm O.C.SLSD 10.5 9.4 9.0 8.2 8.0 7.4 7.2 6.8 6.6 6.3 6.1 5.9 5.8 5.6G' 11.4 3.5 11.9 4.1 12.2 4.6 12.2 5.1 12.2 5.5 12.2 5.8 12.1 6.1

600 mm O.C.SLSD 11.6 10.4 10.2 9.3 9.3 8.5 8.6 8.0 8.0 7.5 7.5 7.2 7.2 6.9G' 11.9 3.6 12.7 4.2 13.1 4.8 13.4 5.3 13.5 5.8 13.6 6.2 13.7 6.5

450 mm O.C.SLSD 12.7 11.2 11.4 10.3 10.5 9.6 9.8 9.0 9.3 8.6 8.9 8.3 8.6 8.0G' 12.3 3.6 13.2 4.3 13.8 4.9 14.3 5.5 14.6 6.0 14.8 6.4 14.9 6.8

300 mm O.C.SLSD 14.7 12.8 13.6 12.0 12.7 11.4 12.1 10.9 11.6 10.6 11.3 10.3 11.0 10.1G' 13.0 3.7 14.1 4.4 15.0 5.1 15.6 5.7 16.2 6.3 16.6 6.8 16.9 7.3

150 mm O.C.SLSD 19.6 15.9 18.8 15.5 18.2 15.2 17.8 14.9 17.4 14.7 17.2 14.6 16.9 14.4G' 14.1 3.8 15.7 4.6 17.0 5.3 18.0 6.0 18.9 6.7 19.7 7.3 20.3 7.9

18

900 mm O.C.SLSD 12.2 10.9 10.6 9.7 9.5 8.8 8.7 8.1 8.0 7.6 7.5 7.2 7.1 6.8G' 17.1 6.3 17.1 7.2 16.9 7.9 16.7 8.4 16.3 8.9 16.0 9.2 15.7 9.5

600 mm O.C.SLSD 13.7 12.1 12.2 11.0 11.1 10.2 10.4 9.6 9.8 9.1 9.3 8.7 8.9 8.4G' 18.1 6.5 18.4 7.5 18.5 8.3 18.5 9.0 18.4 9.5 18.2 10.0 18.1 10.4

450 mm O.C.SLSD 15.1 13.2 13.7 12.2 12.7 11.5 12.0 10.9 11.4 10.5 11.0 10.1 10.6 9.9G' 18.9 6.6 19.5 7.7 19.8 8.6 20.0 9.4 20.1 10.1 20.1 10.6 20.1 11.1

300 mm O.C.SLSD 17.7 15.1 16.4 14.3 15.5 13.7 14.9 13.2 14.4 12.9 14.0 12.6 13.7 12.4G' 20.1 6.8 21.2 8.0 21.9 9.0 22.4 10.0 22.8 10.8 23.0 11.5 23.2 12.2

150 mm O.C.SLSD 23.5 18.7 22.7 18.3 22.1 18.0 21.7 17.8 21.4 17.6 21.1 17.5 20.9 17.3G' 22.5 7.1 24.4 8.5 25.8 9.7 26.9 10.8 27.7 11.8 28.4 12.8 29.0 13.7

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf ,withtherange16gauge(1.5mm)≤tf≤6mm.2 TabulatedLSDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.65forwindloads.TocalculateLSDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/7 (36/7)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/5 (36/5)

c




Limit States Design (LSD) - Factored resistance diaphragm shears, SLSD, (N/mm) and stiffness factors, G', (103 N/mm) for standard 38 mm deep flutes, 152 mm center-to-center steel deck (Fy ≥ 230 MPa; Fu ≥ 310 MPa) installed with Hilti S-MD 12-24 x 1-5/8 M HWH5 fasteners with 914/4 (36/4) or 914/3 (36/3) end and interior support fastener patterns1,2,3,4,5



Span (mm)1200 1500 1800 2100 2400 2700 3000


22

900 mm O.C.SLSD 5.7 4.8 5.1 4.4 4.7 4.1 4.4 3.9 4.1 3.7 3.9 3.5 3.8 3.4G' 1.7 0.9 2.0 1.0 2.3 1.2 2.6 1.4 2.9 1.6 3.1 1.7 3.3 1.9

600 mm O.C.SLSD 6.4 5.2 5.9 4.9 5.5 4.7 5.2 4.5 5.0 4.4 4.8 4.3 4.7 4.2G' 1.7 0.9 2.0 1.1 2.4 1.2 2.7 1.4 3.0 1.6 3.2 1.8 3.5 1.9

450 mm O.C.SLSD 7.0 5.6 6.5 5.4 6.2 5.2 6.0 5.1 5.8 4.9 5.6 4.8 5.5 4.8G' 1.7 0.9 2.1 1.1 2.4 1.3 2.7 1.4 3.0 1.6 3.3 1.8 3.6 2.0

300 mm O.C.SLSD 7.9 6.2 7.6 6.0 7.4 5.9 7.2 5.8 7.1 5.7 6.9 5.7 6.9 5.6G' 1.7 0.9 2.1 1.1 2.5 1.3 2.8 1.5 3.1 1.7 3.5 1.8 3.8 2.0

150 mm O.C.SLSD 9.6 6.9 9.5 6.9 9.4 6.9 9.3 6.8 9.2 6.8 9.2 6.8 9.1 6.8G' 1.7 0.9 2.1 1.1 2.5 1.3 2.9 1.5 3.3 1.7 3.6 1.9 3.9 2.1

20

900 mm O.C.SLSD 7.6 6.4 6.8 5.9 6.2 5.4 5.8 5.1 5.4 4.8 5.1 4.6 4.8 4.5G' 2.6 1.3 3.1 1.6 3.5 1.9 3.9 2.2 4.2 2.4 4.5 2.6 4.8 2.8

600 mm O.C.SLSD 8.5 7.1 7.8 6.6 7.2 6.2 6.8 6.0 6.5 5.7 6.3 5.6 6.1 5.4G' 2.6 1.4 3.1 1.7 3.6 1.9 4.1 2.2 4.4 2.5 4.8 2.7 5.1 3.0

450 mm O.C.SLSD 9.3 7.6 8.6 7.2 8.2 6.9 7.8 6.7 7.5 6.5 7.3 6.3 7.1 6.2G' 2.7 1.4 3.2 1.7 3.7 2.0 4.2 2.3 4.6 2.5 5.0 2.8 5.4 3.0

300 mm O.C.SLSD 10.6 8.3 10.1 8.1 9.7 7.9 9.4 7.7 9.2 7.6 9.0 7.5 8.9 7.4G' 2.7 1.4 3.3 1.7 3.8 2.0 4.3 2.3 4.8 2.6 5.2 2.9 5.6 3.1

150 mm O.C.SLSD 12.9 9.5 12.7 9.4 12.5 9.3 12.4 9.3 12.3 9.2 12.2 9.2 12.2 9.2G' 2.8 1.4 3.4 1.7 3.9 2.1 4.5 2.4 5.0 2.7 5.5 3.0 6.0 3.3

18

900 mm O.C.SLSD 8.9 7.5 8.0 6.9 7.4 6.4 6.9 6.1 6.5 5.8 6.2 5.6 6.0 5.4G' 4.8 2.6 5.5 3.1 6.1 3.5 6.7 3.9 7.1 4.3 7.5 4.6 7.8 4.9

600 mm O.C.SLSD 10.0 8.2 9.3 7.8 8.7 7.4 8.3 7.1 7.9 6.9 7.7 6.7 7.4 6.6G' 4.9 2.6 5.7 3.2 6.4 3.6 7.1 4.1 7.6 4.5 8.1 4.9 8.5 5.3

450 mm O.C.SLSD 11.0 8.8 10.3 8.5 9.8 8.2 9.5 8.0 9.2 7.8 8.9 7.6 8.7 7.5G' 5.0 2.7 5.9 3.2 6.7 3.7 7.4 4.2 8.0 4.7 8.5 5.1 9.0 5.5

300 mm O.C.SLSD 12.5 9.7 12.0 9.5 11.7 9.3 11.4 9.1 11.2 9.0 11.0 8.9 10.8 8.9G' 5.1 2.7 6.1 3.3 7.0 3.8 7.8 4.4 8.5 4.9 9.2 5.3 9.8 5.8

150 mm O.C.SLSD 15.1 10.9 14.9 10.8 14.7 10.7 14.6 10.7 14.5 10.7 14.4 10.6 14.4 10.6G' 5.3 2.8 6.4 3.4 7.4 4.0 8.3 4.5 9.2 5.1 10.0 5.6 10.8 6.2

1 Tabulated diaphragm shear values are for attachment of steel deck to base steel thicknesses, tf ,withtherange16gauge(1.5mm)≤tf≤6mm.2 TabulatedLSDdiaphragmshearloadsarecalculatedwithaphifactor(Φ)of0.65forwindloads.TocalculateLSDvaluesforloadcombinationsinvolving


152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3

914/4 (36/4)

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm914 mm

152 mm38 mm714 mm

EDN METRIC

914/7

914/5

914/11

914/9

914/4

914/3

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

36''6''

1-1/2''

EDN IMPERIAL

36/7

36/5

36/11

36/9

36/4

36/3 914/3 (36/3)

c




3.5.4.4 Ordering Information

Racing Tip Screw Fastening SystemSDT 5 Stand Up Decking System*Description Package contents

ST 1800 Metal Construction Screwdriver

Includes tool with depth gauge, 13 ft supply cord and operating instructions in a cardboard box

SDT 5 Stand Up Decking Tool Includes stand up tool, 2 grips, magazine, 5/16" nutsetter, supply cord strain relief clasp and operating instructions

* Additional tool and fastener packages available. Contact Hilti for more information.

AccessoriesDescription Notes Qty

SDT 5 Magazine For use with the SDT 5 Stand Up Decking Tool 1

SDT Integrated Driver and Setter - 5/16" For use with the SDT 5 or SDT 30 Stand Up Decking Tools 1

For attachment of metal deck to bar joist

DescriptionMax. drill capacity Qty

S-MD 12-24 x 1 5/8" M HWH5 0.500" 250

steel deck fastening systems racing tip screw deck ... tip screw deck fastening system 3.5.4 3

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