Vulcraft Steel Roof and Floor Deck Catalog - University of Maryland ...

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3N ALLOWABLE DIAPHRAGM SHEAR STRENGTH (PLF) SUPPORT FASTENERS: #12 TEK screws SIDELAP FASTENERS: #10 TEK screws Factor of safety = 2.35 Fastener SPAN (FT.-IN.) Layout * 8’-0 8’-6 9’-0 9’-6 10’-0 10’-6 11’-0 11’-6 12’-0 12’-6 13’-0 13’-6 14’-0 15’-0 K1 Type 22 2 127 118 110 0.627 3 160 150 140 132 124 117 111 105 100 0.503 4 194 181 170 160 151 143 135 129 122 117 111 106 102 94 0.420 24/4 5 228 213 200 188 178 168 160 152 145 138 132 126 121 112 0.360 6 259 245 230 217 205 194 184 175 167 160 153 146 140 130 0.315 7 284 270 258 245 232 220 209 199 190 181 174 166 160 148 0.281 8 308 294 280 268 257 246 233 222 212 203 194 186 179 166 0.253 9 330 315 302 289 277 266 256 246 235 225 215 206 198 184 0.230 10 351 336 322 309 297 285 275 265 256 246 236 226 217 202 0.211 11 370 355 341 328 315 304 293 282 273 264 255 246 237 220 0.195 D3N = 653 K2 = 870 Type 20 2 156 145 136 0.691 3 197 184 172 162 153 145 137 130 124 0.554 4 238 223 209 197 186 176 167 158 151 144 138 132 126 116 0.463 24/4 5 279 261 245 231 218 207 196 187 178 170 163 156 149 138 0.397 6 314 299 282 266 251 238 226 215 206 196 188 180 173 160 0.348 7 345 328 313 299 284 269 256 244 233 223 213 204 196 182 0.309 8 374 356 340 326 312 299 286 272 260 249 238 229 220 203 0.279 9 401 383 366 351 337 324 311 300 287 275 264 253 243 225 0.253 10 426 408 391 375 360 347 334 322 310 300 289 277 266 247 0.232 11 450 431 414 398 383 369 355 343 331 320 310 300 290 269 0.214 D3N = 488 K2 = 1056 Type 18 2 211 197 184 0.795 3 265 248 232 219 206 195 185 176 168 0.638 4 319 299 281 264 250 237 225 214 204 195 186 178 171 158 0.532 24/4 5 373 350 329 310 293 278 264 251 240 229 219 210 202 187 0.457 6 416 395 376 356 337 319 304 289 276 264 253 242 233 215 0.400 7 457 435 414 396 379 361 343 327 312 299 286 275 264 244 0.356 8 495 472 451 431 413 396 381 365 348 333 319 307 295 273 0.320 9 531 507 485 465 446 428 412 397 382 368 353 339 326 302 0.291 10 564 540 518 497 477 459 442 426 411 397 384 371 357 331 0.267 11 595 571 548 527 507 488 470 454 438 424 410 397 385 360 0.247 D3N = 321 K2 = 1398 Type 16 2 269 252 236 0.890 3 338 316 297 280 264 250 237 226 215 0.714 4 406 380 358 337 319 302 287 273 261 249 238 228 219 203 0.596 24/4 5 471 445 418 395 374 354 337 321 306 293 281 269 258 239 0.512 6 525 499 475 452 428 407 387 369 352 337 323 310 297 276 0.449 7 576 548 523 499 478 458 436 416 398 380 365 350 337 312 0.399 8 624 595 569 544 521 500 480 462 443 424 407 391 376 349 0.359 9 670 640 612 586 563 540 520 500 482 466 449 431 415 385 0.327 10 712 681 653 627 602 579 557 537 519 501 484 469 454 422 0.300 11 751 720 692 665 639 616 594 573 553 535 518 501 486 457 0.277 D3N = 226 K2 = 1764 * = number of sidelap fasteners per span G' = K 2 4.31 + 0.3*D 3N + 3*K 1 * SPAN SPAN SPAN is in feet , Kips/inch 84
0.6C, 1.0C, & 1.3C DECK WITH NORMAL WEIGHT CONCRETE ALLOWABLE DIAPHRAGM SHEAR STRENGTH (PLF) SUPPORT FASTENERS: Welds with welding washersWconc = 145 PCF f’c = 3000 PSI SIDELAP FASTENERS: #10 TEK screws t=2.5” (min.) Factor of safety = 3.25 Fastener SPAN (FT.-IN.) Layout * 1’-6 2’-0 2’-6 3’-0 3’-6 4’-0 4’-6 5’-0 5’-6 6’-0 K1 Type 28 0 1873 1782 1728 1691 1665 1646 1630 1618 0.620 1 1939 1832 1767 1724 1693 1670 1652 1638 1626 1617 0.433 2 2005 1881 1806 1757 1721 1695 1674 1658 1644 1633 0.333 30/4 for 0.6C 3 2070 1930 1846 1790 1750 1720 1696 1677 1662 1649 0.271 33/4 for 1.0C 4 2136 1979 1885 1822 1778 1744 1718 1697 1680 1666 0.228 5 2202 2028 1925 1855 1806 1769 1740 1717 1698 1682 0.197 K2 = 440 K3 = 2380 Type 26 0 1981 1863 1792 1745 1711 1686 1666 1651 0.681 1 2060 1922 1839 1784 1745 1716 1693 1674 1659 1647 0.476 30/4 for 0.6C 2 2139 1981 1887 1824 1779 1745 1719 1698 1681 1666 0.365 33/4 for 1.0C 3 2218 2040 1934 1863 1813 1775 1745 1722 1702 1686 0.297 32/4 for 1.3C 4 2297 2100 1982 1903 1847 1804 1772 1745 1724 1706 0.250 5 2376 2159 2029 1942 1880 1834 1798 1769 1745 1726 0.216 K2 = 530 K3 = 2380 Type 24 0 2225 2046 1938 1867 1816 1777 1748 1724 0.783 1 2330 2125 2002 1920 1861 1817 1783 1755 1733 1714 0.548 30/4 for 0.6C 2 2436 2204 2065 1972 1906 1856 1818 1787 1762 1741 0.421 33/4 for 1.0C 3 2541 2283 2128 2025 1951 1896 1853 1819 1790 1767 0.342 32/4 for 1.3C 4 2646 2362 2192 2078 1997 1936 1888 1850 1819 1793 0.288 5 2752 2441 2255 2130 2042 1975 1923 1882 1848 1820 0.249 K2 = 700 K3 = 2380 0.6C, 1.0C, & 1.3C DECK WITH NORMAL WEIGHT CONCRETE ALLOWABLE DIAPHRAGM SHEAR STRENGTH ( PLF) SUPPORT FASTENERS: #12 TEK screws Wconc = 145 PCF f’c = 3000 PSI SIDELAP FASTENERS: #10 TEK screws t=2.5” (min.) Factor of safety = 3.25 Fastener SPAN (FT.-IN.) Layout * 1’-6 2’-0 2’-6 3’-0 3’-6 4’-0 4’-6 5’-0 5’-6 6’-0 K1 Type 28 0 1782 1713 1673 1645 1626 1611 1600 1591 0.705 1 1847 1763 1712 1678 1654 1636 1622 1610 1601 1594 0.474 2 1913 1812 1751 1711 1682 1660 1644 1630 1619 1610 0.357 30/4 for 0.6C 3 1979 1861 1791 1744 1710 1685 1666 1650 1637 1626 0.286 33/4 for 1.0C 4 2044 1910 1830 1777 1738 1710 1687 1670 1655 1643 0.239 5 2110 1960 1870 1809 1767 1734 1709 1689 1673 1659 0.205 K2 = 440 K3 = 2380 Type 26 0 1835 1754 1705 1672 1649 1631 1618 1607 0.768 1 1914 1813 1752 1712 1683 1661 1644 1631 1620 1610 0.517 30/4 for 0.6C 2 1993 1872 1800 1751 1717 1691 1670 1654 1641 1630 0.389 33/4 for 1.0C 3 2072 1932 1847 1791 1750 1720 1697 1678 1663 1650 0.312 32/4 for 1.3C 4 2151 1991 1894 1830 1784 1750 1723 1702 1684 1670 0.261 5 2230 2050 1942 1870 1818 1779 1749 1725 1706 1689 0.224 K2 = 530 K3 = 2380 Type 24 0 1945 1836 1771 1727 1696 1672 1654 1640 0.888 1 2050 1915 1834 1780 1741 1712 1689 1671 1657 1644 0.597 30/4 for 0.6C 2 2156 1994 1897 1832 1786 1752 1725 1703 1685 1671 0.450 33/4 for 1.0C 3 2261 2073 1960 1885 1831 1791 1760 1735 1714 1697 0.361 32/4 for 1.3C 4 2367 2152 2024 1938 1877 1831 1795 1766 1743 1723 0.301 5 2472 2231 2087 1991 1922 1870 1830 1798 1772 1750 0.259 K2 = 700 K3 = 2380 G' = K 2 3.20 + 3*K 1 * SPAN SPAN is in feet + K 3 , Kips/inch 85
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VULCRAFT A Division of Nucor Corpor
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TECHNICAL PRODUCT INFORMATION Appro
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1.5 F Maximum Sheet Length 42'-0 Ex
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3 N, NI, NA, NIA Maximum Sheet Leng
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CELLULAR DECK Galvanized Only For:
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SDI Specifications and Commentary R
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SDI Specifications and Commentary W
Page 16 and 17:
SDI Short Form Specifications FOR S
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SDI Short Form Specifications FOR S
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ACCESSORIES VALLEY DETAIL DETAIL WH
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0.6 C, CSV CONFORM MAXIMUM CONSTRUC
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1.0 C, CSV CONFORM MAXIMUM CONSTRUC
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1.3 C, CONFORM MAXIMUM CONSTRUCTION
Page 28 and 29:
1.5 C CONFORM MAXIMUM CONSTRUCTION
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2 C CONFORM MAXIMUM CONSTRUCTION CL
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3 C CONFORM MAXIMUM CONSTRUCTION CL
Page 34 and 35:
SDI Specifications and Commentary F
Page 36 and 37: SDI Specifications and Commentary F
Page 40 and 41: SDI Short Form Specifications FOR N
Page 42 and 43: FLOOR-CEILING ASSEMBLIES WITH FORM
Page 44 and 45: 1.5 VL, VLI Maximum Sheet Length 42
Page 46 and 47: 1.5 VLR Maximum Sheet Length 42'-0
Page 48 and 49: 2 VLI Maximum Sheet Length 42'-0 Ex
Page 50 and 51: 3 VLI Maximum Sheet Length 42'-0 Ex
Page 54 and 55: SDI Specifications and Commentary l
Page 56 and 57: SDI Specifications and Commentary 5
Page 60 and 61: SDI Short Form Specifications FOR C
Page 62 and 63: FLOOR-CEILING ASSEMBLIES WITH COMPO
Page 64 and 65: Es=29500KSI W=W+Wc, PSF Deck t W 22
Page 66 and 67: SDI POUR STOP SELECTION TABLE SLAB
Page 68 and 69: SDI Code of Recommended Standard Pr
Page 70 and 71: TYPICAL FASTENER LAYOUT DIAPHRAGM S
Page 72 and 73: 1.5 (B, BI, F, A) 22 ALLOWABLE DIAP
Page 74 and 75: 1.5 (B, F, A) 22 ALLOWABLE DIAPHRAG
Page 84 and 85: 3 (N, NI) ALLOWABLE DIAPHRAGM SHEAR
Page 88 and 89: 0.6C, 1.0C, & 1.3C DECK WITH LIGHTW
Page 90 and 91: 0.6C & 1.0C DECK WITH TYPE I INSULA
Page 92 and 93: 0.6C & 1.0C DECK WITH TYPE II INSUL
Page 94 and 95: 1.5, 2, & 3 COMPOSITE DECK WITH LIG
Page 96 and 97: 94 NOTES
Page 98 and 99: PUBLICATIONS & SOFTWARE VULCRAFT -
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