VULCRFT.5BP,.5BP Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. FM Global pproved* *FM Global approval numbers and spans are available in the Vulraft Catalog, pg. 3. SECTIO PROPERTIES FOR.5BP,.5BP BP, BP Hat/Pan Gage llowable web rippling load fl ange loading 2 fl ange loading Design Thikness(in.) Rext lbs/ftw Rint lbs/ftw Rext lbs/ftw Rint lbs/ftw Hat Pan W psf I p Setion Properties 20/20 768 47 850 775 0.0358 0.0358 3.83 0.357 0.30 0.357 0.394 228 33 20/8 770 49 852 777 0.0358 0.0474 4.36 0.388 0.30 0.388 0.43 2206 33 8/20 286 2387 53 3027 0.0474 0.0358 4.47 0.483 0.446 0.483 0.50 29 33 8/8 287 2388 532 3029 0.0474 0.0474 5.00 0.527 0.458 0.527 0.532 2903 33 8/6 289 239 535 3033 0.0474 0.0598 5.56 0.567 0.468 0.567 0.556 2887 33 6/8 972 3675 2476 4699 0.0598 0.0474 5.68 0.668 0.63 0.668 0.657 3620 33 6/6 977 3683 2485 47 0.0598 0.0598 6.24 0.722 0.664 0.722 0.685 3578 33 S p I n S n V a lbs/ft F y ksi ROOF COUSTICL IFORMTIO Type.5BP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.34 0.42 0.36 0.22 0.7 0.7 0.30 W/O Insulation 0.38 0.49 0.63 0.98 0.74 0.54 0.70 W/ Insulation W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. oustial dek (Type.5BP) is partiularly suitable in strutures suh as auditoriums, shool, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. VERTICL LODS FOR TYPE.5BP,.5BP o. of s 2 3 BP, BP Hat/Pan Gage Max. SDI Const. llowable Total (PSF) / Load Causing Defletion of L/240 or inh (PSF) (ft.-in.) tr to tr of supports 6-0 7-0 8-0 9-0 0-0 -0 2-0 3-0 4-0 5-0 6-0 20/20 8'-6 0 / 08 8 / 68 62 / 46 49 / 32 40 / 23 33 / 8 28 / 4 23 / 20 / 9 8 / 7 5 / 6 20/8 8'-0 3 / 8 83 / 74 64 / 50 50 / 35 4 / 25 34 / 9 28 / 5 24 / 2 2 / 9 8 / 8 6 / 6 8/20 9'- 63 / 47 20 / 92 92 / 62 73 / 43 59 / 32 49 / 24 4 / 8 35 / 4 30 / 2 26 / 9 23 / 8 8/8 0'-4 68 / 60 23 / 0 94 / 67 74 / 47 60 / 35 50 / 26 42 / 20 36 / 6 3 / 3 27 / 0 24 / 8 8/6 0'-9 7 / 72 26 / 08 96 / 73 76 / 5 62 / 37 5 / 28 43 / 22 36 / 7 3 / 4 27 / 24 / 9 6/8 '-8 23 / 203 70 / 28 30 / 86 03 / 60 83 / 44 69 / 33 58 / 25 49 / 20 42 / 6 37 / 3 32 / 6/6 2'- 243 / 29 79 / 38 37 / 92 08 / 65 87 / 47 72 / 36 6 / 27 52 / 22 45 / 7 39 / 4 34 / 2 20/20 0'-0 40 / 26 04 / 64 80 / 0 63 / 77 5 / 56 43 / 42 36 / 33 3 / 26 26 / 2 23 / 7 20 / 4 20/8 0'-6 46 / 284 08 / 79 83 / 20 66 / 84 54 / 6 45 / 46 37 / 35 32 / 28 28 / 22 24 / 8 2 / 5 8/20 '-8 8 / 353 34 / 222 03 / 49 82 / 05 66 / 76 55 / 57 46 / 44 40 / 35 34 / 28 30 / 23 26 / 9 8/8 2'-2 89 / 385 40 / 243 08 / 63 85 / 4 69 / 83 57 / 63 48 / 48 4 / 38 36 / 30 3 / 25 27 / 20 8/6 2'-8 97 / 45 46 / 26 2 / 75 89 / 23 72 / 90 60 / 67 50 / 52 43 / 4 37 / 33 32 / 27 28 / 22 6/8 3'-9 233 / 488 73 / 308 33 / 206 05 / 45 86 / 05 7 / 79 60 / 6 5 / 48 44 / 38 38 / 3 34 / 26 6/6 4'-3 242 / 528 80 / 332 38 / 223 0 / 56 89 / 4 74 / 86 62 / 66 53 / 52 46 / 42 40 / 34 35 / 28 20/20 0'-0 72 / 204 26 / 29 97 / 86 76 / 6 62 / 44 5 / 33 43 / 26 37 / 20 32 / 6 28 / 3 24 / 20/8 0'-6 77 / 222 30 / 40 00 / 94 79 / 66 64 / 48 53 / 36 44 / 28 38 / 22 33 / 7 28 / 4 25 / 2 8/20 '-8 224 / 277 66 / 74 28 / 7 02 / 82 83 / 60 69 / 45 58 / 35 49 / 27 43 / 22 37 / 8 33 / 5 8/8 2'-2 233 / 302 73 / 90 34 / 27 06 / 89 86 / 65 7 / 49 60 / 38 5 / 30 44 / 24 39 / 9 34 / 6 8/6 2'-8 242 / 325 80 / 204 39 / 37 / 96 90 / 70 75 / 53 63 / 4 54 / 32 46 / 26 40 / 2 36 / 7 6/8 3'-9 288 / 383 24 / 24 65 / 6 3 / 3 06 / 83 88 / 62 74 / 48 63 / 38 55 / 30 48 / 24 42 / 20 6/6 4'-3 299 / 44 222 / 260 72 / 74 36 / 23 / 89 92 / 67 77 / 52 66 / 4 57 / 33 50 / 26 44 / 22. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web 2
VULCRFT 3P, 3P Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. FM Global pproved* *FM Global approval numbers and spans are available in the Vulraft Catalog, pg. 3. SECTIO PROPERTIES FOR 3P, 3P P, P Hat/Pan Gage llowable web rippling load fl ange loading 2 fl ange loading Design Thikness(in.) Rext lbs/ftw Rint lbs/ftw Rext lbs/ftw Rint lbs/ftw Hat Pan W psf I p Setion Properties 20/20 555 00 57 307 0.0358 0.0358 4.30.487 0.63.384 0.80 3287 33 20/8 555 00 57 307 0.0358 0.0474 4.83.604 0.608.586.007 3287 33 8/20 939 853 056 2247 0.0474 0.0358 5.08 2.02 0.897.725 0.985 4704 33 8/8 939 853 056 2247 0.0474 0.0474 5.6 2.84 0.99.948.90 4704 33 8/6 939 853 056 2247 0.0474 0.0598 6.8 2.335 0.936 2.22.372 4704 33 6/8 449 2850 735 3503 0.0598 0.0474 6.45 2.797.267 2.324.362 5903 33 6/6 449 2850 735 3503 0.0598 0.0598 6.98 3.005.292 2.608.635 5903 33 S p I n S n V a lbs/ft F y ksi COUSTICL IFORMTIO Type 3P bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffi ient 0.40 0.38 0.47 0.9 0. 0.7 0.30 W/O Insulation 0.48 0.56 0.98 0.92 0.72 0.58 0.80 W/ Insulation W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. oustial dek (Type 3P) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. ROOF VERTICL LODS FOR TYPE 3P, 3P o. of s 2 3 P, P Hat/Pan Gage Max. SDI Const. llowable Total (PSF) / Load Causing Defletion of L/240 or inh (PSF) (ft.-in.) tr to tr of supports 6-0 7-0 8-0 9-0 0-0 -0 2-0 3-0 4-0 5-0 6-0 20/20 6'-4 85 / 45 58 / 284 26 / 90 00 / 34 8 / 97 67 / 73 56 / 56 48 / 44 4 / 36 36 / 29 32 / 24 20/8 6'-4 85 / 487 58 / 307 25 / 205 99 / 44 80 / 05 66 / 79 56 / 6 47 / 48 4 / 38 36 / 3 3 / 26 8/20 9'-0 33 / 6 24 / 385 85 / 258 46 / 8 8 / 32 98 / 99 82 / 76 70 / 60 60 / 48 53 / 39 46 / 32 8/8 20'- 33 / 663 247 / 47 89 / 280 49 / 96 2 / 43 00 / 08 84 / 83 72 / 65 62 / 52 54 / 42 47 / 35 8/6 20'-3 33 / 709 252 / 446 93 / 299 52 / 20 23 / 53 02 / 5 86 / 89 73 / 70 63 / 56 55 / 45 48 / 37 6/8 22'-6 464 / 849 34 / 535 26 / 358 206 / 252 67 / 83 38 / 38 6 / 06 99 / 83 85 / 67 74 / 54 65 / 45 6/6 23'- 473 / 92 347 / 574 266 / 385 20 / 270 70 / 97 4 / 48 8 / 4 0 / 90 87 / 72 76 / 58 66 / 48 20/20 8'-8 47 /,049 26 / 66 0 / 443 98 / 3 88 / 227 80 / 70 72 / 3 62 / 03 53 / 83 46 / 67 4 / 55 20/8 8'-8 47 /,66 26 / 734 0 / 492 98 / 346 88 / 252 80 / 89 73 / 46 68 / 5 63 / 92 58 / 75 5 / 6 8/20 20'-9 247 /,366 22 / 860 85 / 576 57 / 405 28 / 295 06 / 222 89 / 7 76 / 34 66 / 08 57 / 87 50 / 72 8/8 22'-8 247 /,50 22 / 95 85 / 637 65 / 448 48 / 326 27 / 245 07 / 89 92 / 48 79 / 9 69 / 97 6 / 80 8/6 23'-2 247 /,665 22 /,049 85 / 703 65 / 493 48 / 360 35 / 270 23 / 208 05 / 64 9 / 3 79 / 07 70 / 88 6/8 24'-5 380 /,872 326 /,79 273 / 790 27 / 555 76 / 404 46 / 304 23 / 234 05 / 84 9 / 47 79 / 20 70 / 99 6/6 25'-2 380 / 2,052 326 /,292 285 / 866 253 / 608 20 / 443 74 / 333 47 / 256 26 / 202 08 / 62 95 / 3 83 / 08 20/20 8'-8 67 / 822 43 / 58 25 / 347 / 244 00 / 78 9 / 33 83 / 03 75 / 8 64 / 65 56 / 53 49 / 43 20/8 8'-8 67 / 93 43 / 575 25 / 385 / 27 00 / 97 9 / 48 83 / 4 74 / 90 64 / 72 56 / 58 49 / 48 8/20 20'-9 28 /,070 24 / 674 2 / 45 87 / 37 59 / 23 32 / 74 / 34 95 / 05 82 / 84 7 / 68 63 / 56 8/8 22'-8 28 /,83 24 / 745 2 / 499 87 / 35 68 / 256 53 / 92 3 / 48 2 / 6 97 / 93 84 / 76 74 / 62 8/6 23'-2 28 /,305 24 / 822 2 / 550 87 / 387 68 / 282 53 / 22 34 / 63 4 / 28 98 / 03 86 / 83 75 / 69 6/8 24'-5 432 /,466 370 / 923 324 / 69 268 / 435 29 / 37 8 / 238 53 / 83 3 / 44 3 / 5 99 / 94 87 / 77 6/6 25'-2 432 /,607 370 /,02 324 / 678 288 / 476 259 / 347 26 / 26 82 / 20 56 / 58 35 / 27 8 / 03 04 / 85. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web 3
.5VLP-O STUDS VULCRFT.5 VLP, VLP o Studs Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p S p Setion Properties.5VLP20/20 0.0358 0.0358 3.83 0.355 0.295 0.295 0.380 2093 33.5VLP20/8 0.0358 0.0474 4.36 0.383 0.300 0.352 0.44 2093 33.5VLP8/20 0.0474 0.0358 4.47 0.483 0.440 0.368 0.449 2747 33.5VLP8/8 0.0474 0.0474 5.00 0.526 0.449 0.424 0.533 2747 33.5VLP8/6 0.0474 0.0598 5.56 0.564 0.457 0.504 0.557 2747 33.5VLP6/8 0.0598 0.0474 5.68 0.669 0.623 0.503 0.633 3430 33.5VLP6/6 0.0598 0.0598 6.24 0.722 0.635 0.584 0.686 3430 33 (=9.35) ORML WEIGHT COCRETE (45 PCF) 4.00 48 PSF 5.00 54 PSF (t=4.00) 60 PSF (t=) 66 PSF.5VLP/.5VLP Superimposed Live Load (PSF) 20/20 6'-0 8'-0 8'-0 39 238 97 67 43 22 97 77 60 47 20/8 6'-0 8'- 8'- 39 238 97 66 42 22 97 76 60 47 8/20 7'-8 9'-0 0'-2 365 30 229 94 66 45 22 96 77 62 5 8/8 7'-9 0'-5 0'-5 365 30 228 93 66 44 22 96 77 62 5 8/6 7'-0 0'-6 0'-6 365 30 228 93 66 44 22 96 77 62 5 6/8 9'-5 '-6 '- 365 30 255 220 66 44 26 07 85 69 57 6/6 9'-6 '- 2'-4 365 30 255 220 65 44 26 07 85 69 57 20/20 5'-8 7'-8 7'-8 337 273 226 9 64 42 5 92 72 56 43 20/8 5'-9 7'-9 7'-9 337 272 226 9 63 4 5 9 72 56 43 8/20 7'-3 9'-4 9'-8 400 344 26 222 90 65 45 28 06 86 69 8/8 7'-4 9'- 9'- 400 344 26 22 90 65 45 28 06 86 69 8/6 7'-5 0'-0 0'-0 400 344 26 22 90 65 44 27 06 86 69 6/8 8'- '-0 '-4 400 344 29 220 89 64 44 27 3 98 8 6/6 9'-0 '-5 '-9 400 344 29 25 89 64 44 27 2 98 8 20/20 5'-5 7'-4 7'-4 38 309 256 26 85 60 34 06 84 66 50 20/8 5'-6 7'-5 7'-5 38 308 256 26 85 60 33 06 84 66 50 8/20 6'- 8'- 9'-3 400 356 296 250 25 87 64 45 24 0 82 8/8 7'-0 9'-6 9'-6 400 389 295 250 25 87 64 44 24 0 82 8/6 7'- 9'-7 9'-7 400 389 295 250 25 86 63 44 23 0 8 6/8 8'-6 0'-7 0'- 400 388 328 249 24 86 63 44 27 3 0 6/6 8'-7 0'- '-4 400 388 328 249 24 86 63 43 27 3 0 20/20 5'-2 7'- 7'- 400 345 286 242 207 79 52 2 96 75 58 20/8 5'-3 7'- 7'- 400 345 286 242 207 79 52 2 96 75 58 8/20 6'-8 8'-7 8'- 400 398 33 280 24 209 83 62 42 5 94 8/8 6'-8 9'- 9'- 400 397 330 280 240 209 83 62 4 5 94 8/6 6'-9 9'-2 9'-2 400 397 330 279 240 209 83 6 4 5 94 6/8 8'- 0'-2 0'-6 400 400 367 278 239 208 82 6 43 27 3 6/6 8'-2 0'-6 0'-0 400 400 367 278 239 207 82 60 42 27 3 20/20 5'-0 6'-0 6'-0 400 383 37 268 230 99 70 36 08 85 65 20/8 5'- 6'-0 6'-0 400 382 37 268 229 99 70 36 08 85 65 8/20 6'-5 8'-3 8'-7 400 400 366 30 267 232 203 79 59 30 06 8/8 6'-5 8'-9 8'-9 400 400 366 30 266 232 203 79 59 30 06 8/6 6'-6 8'-0 8'-0 400 400 366 30 266 23 203 79 59 30 06 6/8 7'-0 9'-9 0'- 400 400 364 308 265 230 202 78 58 4 26 6/6 7'-0 0'-2 0'-6 400 400 364 308 265 230 202 78 58 4 26 I n S n Interloking side lap is not drawn to show atual detail.. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web V a lbs/ft F y ksi 4
VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 3 /2 0.78 0.2 6x6 - W.4xW.4 4 0.94 0.253 6x6 - W.4xW.4 4 /2.09 0.294 6x6 - W.4xW.4 4 3/4.7 0.35 6x6 - W.4xW.4 5.24 0.336 6x6 - W2.xW2. 5.40 0.378 6x6 - W2.xW2. 5 3/4.48 0.398 6x6 - W2.xW2. 6.55 0.49 6x6 - W2.xW2. COUSTICL IFORMTIO Type.5VLP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.09 0. 0.25 0.4 0.6 0.28 0.5 W/O Insulation 0.4 0.2 0.6 0.99 0.69 0.27 0.65 W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 4.00 33 PSF 37 PSF 4.75 (t=3.25) 40 PSF.5VLP/.5VLP oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) 20/20 6'-6 8'-8 8'-8 283 23 77 50 23 92 7 56 45 20/8 6'-7 8'-9 8'-9 283 23 77 50 23 92 7 56 45 8/20 8'-5 0'-7 '-0 323 266 225 74 39 04 80 63 5 4 8/8 8'-6 '-5 '-5 323 266 225 74 39 04 80 63 5 4 8/6 8'-7 '-5 '-5 323 266 225 73 39 04 80 63 5 4 6/8 0'-5 2'-5 2'-0 323 266 225 95 55 6 90 70 56 46 6/6 0'-5 2'- 3'-4 323 266 225 95 55 6 90 70 56 46 20/20 6'-3 8'-4 8'-4 324 245 203 72 48 29 0 79 63 52 42 20/8 6'-3 8'-5 8'-5 324 244 203 72 48 28 0 79 63 52 42 8/20 8'-0 0'-2 0'-6 369 305 258 99 72 47 4 89 72 58 48 8/8 8'- 0'-0 0'-0 369 305 258 99 7 47 4 89 72 58 48 8/6 8'-2 0'- 0'- 369 305 258 99 7 47 4 89 72 58 48 6/8 9'-0 '- 2'-4 369 304 257 222 7 49 26 99 79 65 53 6/6 9'- 2'-5 2'-9 369 304 257 222 70 48 26 99 79 65 53 20/20 6'- 8'-2 8'-2 345 26 27 84 58 37 8 93 74 60 50 20/8 6'-2 8'-3 8'-3 345 260 26 83 58 37 8 93 74 60 50 8/20 7'-0 0'-0 0'-4 393 324 250 22 83 59 33 05 84 68 56 8/8 7'- 0'-8 0'-8 393 324 250 22 83 59 33 05 84 68 56 8/6 7'- 0'-8 0'-8 393 324 249 22 82 59 33 05 84 68 56 6/8 9'-7 '-9 2'- 392 324 274 236 82 58 39 6 93 76 62 6/6 9'-8 2'-2 2'-7 392 324 274 236 8 58 39 6 93 76 62 20/20 5'- 8'-0 8'-0 34 277 230 95 68 46 28 08 87 70 58 20/8 6'-0 8'- 8'- 367 276 230 95 67 45 27 08 87 70 58 8/20 7'-8 9'-9 0'- 400 344 265 225 94 69 49 22 97 79 65 8/8 7'-9 0'-5 0'-5 400 344 265 225 94 69 49 22 97 79 65 8/6 7'-9 0'-6 0'-6 400 344 265 225 94 69 48 22 97 79 65 6/8 9'-5 '-6 '- 400 343 29 25 93 68 48 3 08 88 72 6/6 9'-6 '- 2'-4 400 343 29 25 93 68 48 3 08 88 72 20/20 5'-7 7'-7 7'-7 400 326 272 230 98 72 5 33 6 94 77 5.75 20/8 5'-8 7'-8 7'-8 400 326 27 230 98 72 5 33 5 94 76 8/20 7'-2 9'-3 9'-7 400 400 33 266 229 200 76 56 39 9 98 (t=4.25) 8/8 7'-3 9'-0 9'-0 400 400 32 265 229 99 75 55 39 9 98 49 PSF 8/6 7'-4 9'- 9'- 400 400 32 265 228 99 75 55 38 9 98 6/8 8'-0 0'- '-3 400 400 342 264 227 98 74 55 38 23 08 6/6 8'- '-4 '-8 400 400 342 264 227 98 74 54 37 23 08. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web.5vlp-o STUDS 5
.5VLP - 2in C-C 6 VULCRFT.5 VLP, VLP Stud Spaing - 2in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type (=9.35) ORML WEIGHT COCRETE (45 PCF) 4.00 48 PSF 5.00 54 PSF (t=4.00) 60 PSF (t=) 66 PSF Design Thikness (in.) Hat.5VLP/.5VLP (See ote: 6) Pan Weight psf I p Setion Properties S p I n.5vlp20/20 0.0358 0.0358 3.83 0.355 0.295 0.295 0.380 0.583 382 0.62 0.656 33.5VLP20/8 0.0358 0.0474 4.36 0.383 0.300 0.352 0.44 0.583 382 0.62 0.656 33.5VLP8/20 0.0474 0.0358 4.47 0.483 0.440 0.368 0.449 0.776 475 0.8 0.868 33.5VLP8/8 0.0474 0.0474 5.00 0.526 0.449 0.424 0.533 0.776 475 0.8 0.868 33.5VLP8/6 0.0474 0.0598 5.56 0.564 0.457 0.504 0.557 0.776 475 0.8 0.868 33.5VLP6/8 0.0598 0.0474 5.68 0.669 0.623 0.503 0.633 0.983 524.023.095 33.5VLP6/6 0.0598 0.0598 6.24 0.722 0.635 0.584 0.686 0.983 524.023.095 33 Superimposed Live Load (PSF) - Shear Studs at 2 in. / 20/20 6'-0 8'-0 8'-0 22.6 427 400 358 267 204 59 26 00 80 64 5 20/8 6'-0 8'- 8'- 22.6 427 400 358 266 204 59 26 00 80 64 5 8/20 7'-8 9'-0 0'-2 22.6 427 400 400 35 27 20 58 22 96 77 62 5 8/8 7'-9 0'-5 0'-5 22.6 427 400 400 35 27 20 58 22 96 77 62 5 8/6 7'-0 0'-6 0'-6 22.6 427 400 400 35 270 20 58 22 96 77 62 5 6/8 9'-5 '-6 '- 22.6 427 399 398 350 270 22 70 36 07 85 69 57 6/6 9'-6 '- 2'-4 22.6 427 399 398 349 270 22 70 36 07 85 69 57 20/20 5'-8 7'-8 7'-8 26.08 4857 400 400 36 242 89 50 9 96 77 6 48 20/8 5'-9 7'-9 7'-9 26.08 4857 400 400 35 24 88 49 9 95 77 6 48 8/20 7'-3 9'-4 9'-8 26.08 4857 400 400 400 322 254 203 65 35 08 88 73 8/8 7'-4 9'- 9'- 26.08 4857 400 400 400 322 254 203 65 34 08 88 73 8/6 7'-5 0'-0 0'-0 26.08 4857 400 400 400 322 253 203 64 34 08 88 73 6/8 8'- '-0 '-4 26.08 4857 400 399 398 320 253 203 64 34 9 75 6/6 9'-0 '-5 '-9 26.08 4857 400 399 398 32 252 202 64 34 0 9 75 20/20 5'-5 7'-4 7'-4 30.26 5634 400 400 364 279 28 73 38 89 7 56 20/8 5'-6 7'-5 7'-5 30.26 5634 400 400 364 279 28 73 38 89 7 56 8/20 6'- 8'- 9'-3 30.26 5634 400 400 400 374 295 236 92 57 29 06 87 8/8 7'-0 9'-6 9'-6 30.26 5634 400 400 400 373 294 236 9 56 28 06 87 8/6 7'- 9'-7 9'-7 30.26 5634 400 400 400 373 294 236 9 56 28 06 87 6/8 8'-6 0'-6 0'- 30.26 5634 400 400 398 37 293 235 9 56 29 06 88 6/6 8'-7 0'- '-4 30.26 5634 400 400 398 37 293 235 9 56 29 06 87 20/20 5'-2 7'- 7'- 34.68 642 400 400 400 37 248 96 57 26 02 8 64 20/8 5'-3 7'- 7'- 34.68 642 400 400 400 36 247 96 57 26 02 8 64 8/20 6'-8 8'-7 8'- 34.68 6459 400 400 400 400 336 269 28 79 47 2 00 8/8 6'-8 9'- 9'- 34.68 6459 400 400 400 400 335 269 28 79 47 2 00 8/6 6'-9 9'-2 9'-2 34.68 6459 400 400 400 400 335 269 28 78 47 2 99 6/8 8'- 0'-2 0'-6 34.68 6459 400 400 399 397 334 268 28 79 47 22 0 6/6 8'-2 0'-6 0'-0 34.68 6459 400 400 399 397 333 267 27 78 47 2 00 20/20 5'-0 6'-0 6'-0 39.37 6848 400 400 400 354 277 220 76 42 4 9 72 20/8 5'- 6'-0 6'-0 39.37 6848 400 400 400 354 277 220 76 42 4 9 72 8/20 6'-5 8'-3 8'-7 39.37 733 400 400 400 400 376 302 245 20 65 36 2 8/8 6'-5 8'-9 8'-9 39.37 733 400 400 400 400 376 302 245 20 65 36 2 8/6 6'-6 8'-0 8'-0 39.37 733 400 400 400 400 376 30 245 200 65 36 2 6/8 7'-0 9'-9 0'- 39.37 733 400 400 399 398 374 300 244 20 66 37 3 6/6 7'-0 0'-2 0'-6 39.37 733 400 400 399 398 374 300 244 200 65 37 3 S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail.. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web (Lightweight. F y ksi
VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 3 /2 0.78 0.2 6x6 - W.4xW.4 4 0.94 0.253 6x6 - W.4xW.4 4 /2.09 0.294 6x6 - W.4xW.4 4 3/4.7 0.35 6x6 - W.4xW.4 5.24 0.336 6x6 - W2.xW2. 5.40 0.378 6x6 - W2.xW2. 5 3/4.48 0.398 6x6 - W2.xW2. 6.55 0.49 6x6 - W2.xW2. COUSTICL IFORMTIO Type.5VLP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.09 0. 0.25 0.4 0.6 0.28 0.5 W/O Insulation 0.4 0.2 0.6 0.99 0.69 0.27 0.65 W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 4.00 33 PSF 37 PSF 4.75 (t=3.25) 40 PSF 5.75 (t=4.25) 49 PSF.5VLP/.5VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 2 in. / 20/20 6'-6 8'-8 8'-8 22.6 3096 400 358 240 68 23 92 7 56 45 20/8 6'-7 8'-9 8'-9 22.6 3096 400 358 240 68 23 92 7 56 45 8/20 8'-5 0'-7 '-0 22.6 3096 400 400 27 9 39 04 80 63 5 4 8/8 8'-6 '-4 '-4 22.6 3096 400 400 27 9 39 04 80 63 5 4 8/6 8'-7 '-5 '-5 22.6 3096 400 400 27 9 39 04 80 63 5 4 6/8 0'-5 2'-5 2'-0 22.6 3096 393 388 302 22 55 6 90 70 56 46 6/6 0'-5 2'- 3'-4 22.6 3096 393 388 302 22 55 6 90 70 56 46 20/20 6'-3 8'-4 8'-4 26.08 3643 400 400 323 239 74 3 0 79 63 52 42 20/8 6'-3 8'-5 8'-5 26.08 3643 400 400 323 239 74 3 0 79 63 52 42 8/20 8'-0 0'-2 0'-6 26.08 3643 400 400 383 269 96 47 4 89 72 58 48 8/8 8'- 0'-0 0'-0 26.08 3643 400 400 383 269 96 47 4 89 72 58 48 8/6 8'-2 0'- 0'- 26.08 3643 400 400 383 269 96 47 4 89 72 58 48 6/8 9'-0 '- 2'-4 26.08 3643 397 392 388 299 28 64 26 99 79 65 53 6/6 9'- 2'-4 2'-9 26.08 3643 397 392 388 299 28 64 26 99 79 65 53 20/20 6'- 8'-2 8'-2 28.4 3930 400 400 348 269 204 53 8 93 74 60 50 20/8 6'-2 8'-3 8'-3 28.4 3930 400 400 348 269 204 53 8 93 74 60 50 8/20 7'-0 0'-0 0'-4 28.4 3930 400 400 400 35 230 73 33 05 84 68 56 8/8 7'- 0'-8 0'-8 28.4 3930 400 400 400 35 230 73 33 05 84 68 56 8/6 7'- 0'-8 0'-8 28.4 3930 400 400 400 35 230 73 33 05 84 68 56 6/8 9'-7 '-9 2'- 28.4 3930 399 393 389 346 255 92 48 6 93 76 62 6/6 9'-8 2'-2 2'-6 28.4 3930 399 393 389 346 255 92 48 6 93 76 62 20/20 5'- 8'-0 8'-0 30.26 4226 400 400 373 288 227 78 37 08 87 70 58 20/8 6'-0 8'- 8'- 30.26 4226 400 400 373 288 227 78 37 08 87 70 58 8/20 7'-8 9'-9 0'- 30.26 4226 400 400 400 366 267 20 55 22 97 79 65 8/8 7'-9 0'-5 0'-5 30.26 4226 400 400 400 366 267 20 55 22 97 79 65 8/6 7'-9 0'-6 0'-6 30.26 4226 400 400 400 367 267 20 55 22 97 79 65 6/8 9'-5 '-6 '- 30.26 4226 400 395 39 372 294 223 7 35 08 88 72 6/6 9'-6 '- 2'-4 30.26 4226 400 395 39 37 294 223 7 35 08 88 72 20/20 5'-7 7'-7 7'-7 36.99 567 400 400 400 346 273 29 78 46 20 99 8 20/8 5'-8 7'-8 7'-8 36.99 567 400 400 400 346 273 29 78 45 20 99 8 8/20 7'-2 9'-3 9'-7 36.99 567 400 400 400 400 367 296 233 83 46 9 98 8/8 7'-3 9'-0 9'-0 36.99 567 400 400 400 400 366 296 233 83 46 9 98 8/6 7'-4 9'- 9'- 36.99 567 400 400 400 400 366 296 233 83 46 9 98 6/8 8'-0 0'- '-3 36.99 567 400 400 395 388 355 288 237 97 62 32 08 6/6 8'- '-4 '-8 36.99 567 400 400 395 388 354 288 237 97 62 32 08. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web.5vlp-o - 2in STUDS C-C 7
.5VLP - 24in C-C 8 VULCRFT.5 VLP, VLP Stud Spaing - 24in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n.5vlp20/20 0.0358 0.0358 3.83 0.355 0.295 0.295 0.380 0.583 382 0.62 0.656 33.5VLP20/8 0.0358 0.0474 4.36 0.383 0.300 0.352 0.44 0.583 382 0.62 0.656 33.5VLP8/20 0.0474 0.0358 4.47 0.483 0.440 0.368 0.449 0.776 475 0.8 0.868 33.5VLP8/8 0.0474 0.0474 5.00 0.526 0.449 0.424 0.533 0.776 475 0.8 0.868 33.5VLP8/6 0.0474 0.0598 5.56 0.564 0.457 0.504 0.557 0.776 475 0.8 0.868 33.5VLP6/8 0.0598 0.0474 5.68 0.669 0.623 0.503 0.633 0.983 524.023.095 33.5VLP6/6 0.0598 0.0598 6.24 0.722 0.635 0.584 0.686 0.983 524.023.095 33 (=9.35) ORML WEIGHT COCRETE (45 PCF) 4.00 48 PSF 5.00 54 PSF (t=4.00) 60 PSF (t=) 66 PSF.5VLP/.5VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 6'-0 8'-0 8'-0 22.6 427 385 336 254 97 56 26 02 83 68 55 44 20/8 6'-0 8'- 8'- 22.6 427 385 336 254 97 56 25 02 83 67 55 44 8/20 7'-8 9'-0 0'-2 22.6 427 386 362 304 24 95 58 22 96 77 62 5 8/8 7'-9 0'-5 0'-5 22.6 427 386 362 304 24 95 58 22 96 77 62 5 8/6 7'-0 0'-6 0'-6 22.6 427 386 362 304 24 95 58 22 96 77 62 5 6/8 9'-5 '-6 '- 22.6 427 382 349 302 245 89 57 32 07 85 69 57 6/6 9'-6 '- 2'-4 22.6 427 382 349 302 245 89 57 32 07 85 69 57 20/20 5'-8 7'-8 7'-8 26.08 4857 388 377 299 232 84 48 20 98 80 65 53 20/8 5'-9 7'-9 7'-9 26.08 4857 388 377 299 232 84 48 20 98 80 65 52 8/20 7'-3 9'-4 9'-8 26.08 4857 400 379 347 284 230 89 57 32 08 88 73 8/8 7'-4 9'- 9'- 26.08 4857 400 379 347 283 229 89 57 32 08 88 73 8/6 7'-5 0'-0 0'-0 26.08 4857 400 379 347 283 229 88 57 3 08 88 73 6/8 8'- '-0 '-4 26.08 4857 400 37 344 270 22 84 54 3 2 96 8 6/6 9'-0 '-5 '-9 26.08 4857 400 37 344 286 22 83 54 30 95 8 20/20 5'-5 7'-4 7'-4 30.26 5634 397 383 344 268 22 7 39 3 93 76 6 20/8 5'-6 7'-5 7'-5 30.26 5634 397 383 344 267 22 70 38 3 92 75 6 8/20 6'- 8'- 9'-3 30.26 5634 400 383 360 326 264 27 8 52 28 09 92 8/8 7'-0 9'-6 9'-6 30.26 5634 400 396 360 326 264 27 8 52 28 09 92 8/6 7'- 9'-7 9'-7 30.26 5634 400 396 360 326 264 27 80 52 28 09 92 6/8 8'-6 0'-6 0'- 30.26 5634 400 394 363 30 254 2 77 50 28 0 94 6/6 8'-7 0'- '-4 30.26 5634 400 394 363 30 253 20 77 50 28 0 94 20/20 5'-2 7'- 7'- 34.68 642 400 390 379 303 240 93 57 28 05 86 69 20/8 5'-3 7'- 7'- 34.68 642 400 390 379 303 240 93 57 28 05 86 69 8/20 6'-8 8'-7 8'- 34.68 6459 400 399 373 354 299 246 205 72 46 24 05 8/8 6'-8 9'- 9'- 34.68 6459 400 399 373 354 299 246 205 72 45 23 05 8/6 6'-9 9'-2 9'-2 34.68 6459 400 399 373 354 299 246 204 72 45 23 05 6/8 8'- 0'-2 0'-6 34.68 6459 400 400 383 338 286 238 200 70 45 24 07 6/6 8'-2 0'-6 0'-0 34.68 6459 400 400 383 338 286 237 200 69 45 24 07 20/20 5'-0 6'-0 6'-0 39.37 6848 400 397 385 338 268 26 76 44 8 96 78 20/8 5'- 6'-0 6'-0 39.37 6848 400 397 385 338 268 26 75 43 8 96 78 8/20 6'-5 8'-3 8'-7 39.37 733 400 400 387 366 334 275 229 93 63 38 7 8/8 6'-5 8'-9 8'-9 39.37 733 400 400 387 365 334 275 229 92 63 38 7 8/6 6'-6 8'-0 8'-0 39.37 733 400 400 387 365 334 274 229 92 63 38 7 6/8 7'-0 9'-9 0'- 39.37 733 400 400 382 353 39 265 223 89 62 39 9 6/6 7'-0 0'-2 0'-6 39.37 733 400 400 38 353 39 265 223 89 62 39 9. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web F y ksi
VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 3 /2 0.78 0.2 6x6 - W.4xW.4 4 0.94 0.253 6x6 - W.4xW.4 4 /2.09 0.294 6x6 - W.4xW.4 4 3/4.7 0.35 6x6 - W.4xW.4 5.24 0.336 6x6 - W2.xW2. 5.40 0.378 6x6 - W2.xW2. 5 3/4.48 0.398 6x6 - W2.xW2. 6.55 0.49 6x6 - W2.xW2. COUSTICL IFORMTIO Type.5VLP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.09 0. 0.25 0.4 0.6 0.28 0.5 W/O Insulation 0.4 0.2 0.6 0.99 0.69 0.27 0.65 W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 4.00 33 PSF 37 PSF 4.75 (t=3.25) 40 PSF 5.75 (t=4.25) 49 PSF.5VLP/.5VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 6'-6 8'-8 8'-8 22.6 3096 372 329 240 68 23 92 7 56 45 20/8 6'-7 8'-9 8'-9 22.6 3096 372 328 240 68 23 92 7 56 45 8/20 8'-5 0'-7 '-0 22.6 3096 367 343 27 9 39 04 80 63 5 4 8/8 8'-6 '-4 '-4 22.6 3096 367 343 27 9 39 04 80 63 5 4 8/6 8'-7 '-5 '-5 22.6 3096 367 343 27 9 39 04 80 63 5 4 6/8 0'-5 2'-5 2'-0 22.6 3096 358 327 286 22 55 6 90 70 56 46 6/6 0'-5 2'- 3'-4 22.6 3096 358 327 286 22 55 6 90 70 56 46 20/20 6'-3 8'-4 8'-4 26.08 3643 382 363 295 23 74 3 0 79 63 52 42 20/8 6'-3 8'-5 8'-5 26.08 3643 382 363 295 23 74 3 0 79 63 52 42 8/20 8'-0 0'-2 0'-6 26.08 3643 387 360 340 269 96 47 4 89 72 58 48 8/8 8'- 0'-0 0'-0 26.08 3643 387 360 340 269 96 47 4 89 72 58 48 8/6 8'-2 0'- 0'- 26.08 3643 387 360 340 269 96 47 4 89 72 58 48 6/8 9'-0 '- 2'-4 26.08 3643 383 348 323 272 22 64 26 99 79 65 53 6/6 9'- 2'-4 2'-9 26.08 3643 383 348 323 27 22 64 26 99 79 65 53 20/20 6'- 8'-2 8'-2 28.4 3930 387 367 37 249 99 53 8 93 74 60 50 20/8 6'-2 8'-3 8'-3 28.4 3930 387 367 37 248 99 53 8 93 74 60 50 8/20 7'-0 0'-0 0'-4 28.4 3930 397 368 336 295 230 73 33 05 84 68 56 8/8 7'- 0'-8 0'-8 28.4 3930 397 368 336 295 230 73 33 05 84 68 56 8/6 7'- 0'-8 0'-8 28.4 3930 397 368 336 295 230 73 33 05 84 68 56 6/8 9'-7 '-9 2'- 28.4 3930 396 359 33 29 228 90 48 6 93 76 62 6/6 9'-8 2'-2 2'-6 28.4 3930 396 359 33 29 228 90 48 6 93 76 62 20/20 5'- 8'-0 8'-0 30.26 4226 386 37 339 266 23 74 37 08 87 70 58 20/8 6'-0 8'- 8'- 30.26 4226 392 37 339 266 23 73 37 08 87 70 58 8/20 7'-8 9'-9 0'- 30.26 4226 400 376 343 36 257 20 55 22 97 79 65 8/8 7'-9 0'-5 0'-5 30.26 4226 400 376 343 36 257 20 55 22 97 79 65 8/6 7'-9 0'-6 0'-6 30.26 4226 400 376 343 35 257 20 55 22 97 79 65 6/8 9'-5 '-6 '- 30.26 4226 400 369 34 3 244 203 7 35 08 88 72 6/6 9'-6 '- 2'-4 30.26 4226 400 369 34 3 243 203 7 35 08 88 72 20/20 5'-7 7'-7 7'-7 36.99 567 400 383 370 39 255 208 72 43 9 00 84 20/8 5'-8 7'-8 7'-8 36.99 567 400 382 369 38 255 208 7 42 9 00 84 8/20 7'-2 9'-3 9'-7 36.99 567 400 400 363 343 308 255 24 82 46 9 98 8/8 7'-3 9'-0 9'-0 36.99 567 400 400 363 343 308 255 24 82 46 9 98 8/6 7'-4 9'- 9'- 36.99 567 400 400 363 343 308 255 24 8 46 9 98 6/8 8'-0 0'- '-3 36.99 567 400 400 368 326 29 243 206 76 52 3 08 6/6 8'- '-4 '-8 36.99 567 400 400 368 326 29 243 205 75 5 3 08. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web.5vlp-o - 24in STUDS C-C 9
.5VLP - 36in C-C 0 VULCRFT.5 VLP, VLP Stud Spaing - 36in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n.5vlp20/20 0.0358 0.0358 3.83 0.355 0.295 0.295 0.380 0.583 382 0.62 0.656 33.5VLP20/8 0.0358 0.0474 4.36 0.383 0.300 0.352 0.44 0.583 382 0.62 0.656 33.5VLP8/20 0.0474 0.0358 4.47 0.483 0.440 0.368 0.449 0.776 475 0.8 0.868 33.5VLP8/8 0.0474 0.0474 5.00 0.526 0.449 0.424 0.533 0.776 475 0.8 0.868 33.5VLP8/6 0.0474 0.0598 5.56 0.564 0.457 0.504 0.557 0.776 475 0.8 0.868 33.5VLP6/8 0.0598 0.0474 5.68 0.669 0.623 0.503 0.633 0.983 524.023.095 33.5VLP6/6 0.0598 0.0598 6.24 0.722 0.635 0.584 0.686 0.983 524.023.095 33 (=9.35) ORML WEIGHT COCRETE (45 PCF) 4.00 48 PSF 5.00 54 PSF (t=4.00) 60 PSF (t=) 66 PSF.5VLP/.5VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 6'-0 8'-0 8'-0 22.6 427 363 303 235 87 52 25 04 85 68 55 45 20/8 6'-0 8'- 8'- 22.6 427 363 303 235 87 5 25 04 85 68 55 45 8/20 7'-8 9'-0 0'-2 22.6 427 379 342 279 225 86 55 22 96 77 62 5 8/8 7'-9 0'-5 0'-5 22.6 427 379 342 279 225 85 55 22 96 77 62 5 8/6 7'-0 0'-6 0'-6 22.6 427 379 342 278 225 85 55 22 96 77 62 5 6/8 9'-5 '-6 '- 22.6 427 376 333 286 237 8 53 30 07 85 69 57 6/6 9'-6 '- 2'-4 22.6 427 376 333 286 236 8 52 30 07 85 69 57 20/20 5'-8 7'-8 7'-8 26.08 4857 37 342 275 29 77 46 2 0 85 7 60 20/8 5'-9 7'-9 7'-9 26.08 4857 37 342 274 28 77 46 2 0 85 7 60 8/20 7'-3 9'-4 9'-8 26.08 4857 400 367 38 263 27 8 53 3 08 88 73 8/8 7'-4 9'- 9'- 26.08 4857 400 367 38 263 26 8 53 30 08 88 73 8/6 7'-5 0'-0 0'-0 26.08 4857 400 367 38 262 26 80 53 30 08 88 73 6/8 8'- '-0 '-4 26.08 4857 400 362 326 254 20 77 5 30 2 97 8 6/6 9'-0 '-5 '-9 26.08 4857 400 362 326 274 20 77 5 29 2 97 8 20/20 5'-5 7'-4 7'-4 30.26 5634 39 358 35 250 203 67 39 6 98 82 68 20/8 5'-6 7'-5 7'-5 30.26 5634 39 358 35 250 203 67 39 6 98 82 68 8/20 6'- 8'- 9'-3 30.26 5634 400 374 339 30 248 207 75 50 28 95 8/8 7'-0 9'-6 9'-6 30.26 5634 400 393 338 30 248 207 75 49 28 0 95 8/6 7'- 9'-7 9'-7 30.26 5634 400 393 338 300 247 207 75 49 28 0 95 6/8 8'-6 0'-6 0'- 30.26 5634 400 392 352 290 240 202 72 48 28 97 6/6 8'-7 0'- '-4 30.26 5634 400 392 352 289 240 202 72 48 28 97 20/20 5'-2 7'- 7'- 34.68 642 400 375 348 283 229 89 57 3 0 93 77 20/8 5'-3 7'- 7'- 34.68 642 400 375 348 282 229 88 57 3 0 93 77 8/20 6'-8 8'-7 8'- 34.68 6459 400 399 359 329 280 234 98 69 45 25 08 8/8 6'-8 9'- 9'- 34.68 6459 400 398 359 329 279 234 97 69 45 25 08 8/6 6'-9 9'-2 9'-2 34.68 6459 400 398 359 329 279 233 97 68 44 25 08 6/8 8'- 0'-2 0'-6 34.68 6459 400 400 378 38 27 228 94 67 44 25 09 6/6 8'-2 0'-6 0'-0 34.68 6459 400 400 378 38 270 227 94 66 44 25 09 20/20 5'-0 6'-0 6'-0 39.37 6848 400 392 362 35 255 20 75 46 23 03 86 20/8 5'- 6'-0 6'-0 39.37 6848 400 392 362 35 255 20 75 46 23 03 87 8/20 6'-5 8'-3 8'-7 39.37 733 400 400 380 347 32 26 220 88 62 39 20 8/8 6'-5 8'-9 8'-9 39.37 733 400 400 380 347 3 260 220 88 6 39 20 8/6 6'-6 8'-0 8'-0 39.37 733 400 400 380 347 3 260 220 88 6 39 20 6/8 7'-0 9'-9 0'- 39.37 733 400 400 376 338 30 254 26 86 6 40 22 6/6 7'-0 0'-2 0'-6 39.37 733 400 400 376 338 30 253 26 85 60 39 2. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web F y ksi
VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 3 /2 0.78 0.2 6x6 - W.4xW.4 4 0.94 0.253 6x6 - W.4xW.4 4 /2.09 0.294 6x6 - W.4xW.4 4 3/4.7 0.35 6x6 - W.4xW.4 5.24 0.336 6x6 - W2.xW2. 5.40 0.378 6x6 - W2.xW2. 5 3/4.48 0.398 6x6 - W2.xW2. 6.55 0.49 6x6 - W2.xW2. COUSTICL IFORMTIO Type.5VLP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.09 0. 0.25 0.4 0.6 0.28 0.5 W/O Insulation 0.4 0.2 0.6 0.99 0.69 0.27 0.65 W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 4.00 33 PSF 37 PSF 4.75 (t=3.25) 40 PSF 5.75 (t=4.25) 49 PSF.5VLP/.5VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 36 in. / 20/20 6'-6 8'-8 8'-8 22.6 3096 342 290 226 68 23 92 7 56 45 20/8 6'-7 8'-9 8'-9 22.6 3096 342 290 226 68 23 92 7 56 45 8/20 8'-5 0'-7 '-0 22.6 3096 352 38 27 9 39 04 80 63 5 4 8/8 8'-6 '-4 '-4 22.6 3096 352 38 27 9 39 04 80 63 5 4 8/6 8'-7 '-5 '-5 22.6 3096 352 38 27 9 39 04 80 63 5 4 6/8 0'-5 2'-5 2'-0 22.6 3096 346 307 266 22 55 6 90 70 56 46 6/6 0'-5 2'- 3'-4 22.6 3096 346 307 266 22 55 6 90 70 56 46 20/20 6'-3 8'-4 8'-4 26.08 3643 363 324 264 22 73 3 0 79 63 52 42 20/8 6'-3 8'-5 8'-5 26.08 3643 363 323 264 2 73 3 0 79 63 52 42 8/20 8'-0 0'-2 0'-6 26.08 3643 38 34 32 250 96 47 4 89 72 58 48 8/8 8'- 0'-0 0'-0 26.08 3643 38 34 32 249 96 47 4 89 72 58 48 8/6 8'-2 0'- 0'- 26.08 3643 38 34 32 249 96 47 4 89 72 58 48 6/8 9'-0 '- 2'-4 26.08 3643 378 333 30 255 99 64 26 99 79 65 53 6/6 9'- 2'-4 2'-9 26.08 3643 378 333 30 255 98 64 26 99 79 65 53 20/20 6'- 8'-2 8'-2 28.4 3930 373 33 284 227 85 53 8 93 74 60 50 20/8 6'-2 8'-3 8'-3 28.4 3930 373 33 283 227 85 53 8 93 74 60 50 8/20 7'-0 0'-0 0'-4 28.4 3930 396 353 308 268 22 73 33 05 84 68 56 8/8 7'- 0'-8 0'-8 28.4 3930 396 353 307 267 22 73 33 05 84 68 56 8/6 7'- 0'-8 0'-8 28.4 3930 396 353 307 267 22 73 33 05 84 68 56 6/8 9'-7 '-9 2'- 28.4 3930 395 347 32 273 23 80 48 6 93 76 62 6/6 9'-8 2'-2 2'-6 28.4 3930 395 347 32 273 22 79 48 6 93 76 62 20/20 5'- 8'-0 8'-0 30.26 4226 37 339 303 242 98 64 37 08 87 70 58 20/8 6'-0 8'- 8'- 30.26 4226 384 339 303 242 98 64 37 08 87 70 58 8/20 7'-8 9'-9 0'- 30.26 4226 400 366 37 286 236 99 55 22 97 79 65 8/8 7'-9 0'-5 0'-5 30.26 4226 400 366 37 285 236 98 55 22 97 79 65 8/6 7'-9 0'-6 0'-6 30.26 4226 400 366 37 285 236 98 55 22 97 79 65 6/8 9'-5 '-6 '- 30.26 4226 400 36 324 29 227 92 64 35 08 88 72 6/6 9'-6 '- 2'-4 30.26 4226 400 36 324 29 226 9 64 35 08 88 72 20/20 5'-7 7'-7 7'-7 36.99 567 400 364 337 289 236 96 65 40 9 02 87 20/8 5'-8 7'-8 7'-8 36.99 567 400 364 337 289 236 96 64 39 9 02 87 8/20 7'-2 9'-3 9'-7 36.99 567 400 400 346 37 282 237 202 73 46 9 98 8/8 7'-3 9'-0 9'-0 36.99 567 400 400 346 37 282 237 20 73 46 9 98 8/6 7'-4 9'- 9'- 36.99 567 400 400 346 37 28 236 20 73 46 9 98 6/8 8'-0 0'- '-3 36.99 567 400 400 360 305 270 228 95 69 47 29 08 6/6 8'- '-4 '-8 36.99 567 400 400 360 305 269 228 95 68 47 28 08. Minimum exterior bearing length required is.50 inhes. Minimum interior bearing length required is 3.00 inhes. If these minimum lengths are not provided, web.5vlp-o - 36in STUDS C-C
2VLP-O STUDS VULCRFT 2 VLP, VLP o Studs Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p S p Setion Properties 2VLP20/20 0.0358 0.0358 3.59 0.683 0.47 0.509 0.420 622 33 2VLP20/8 0.0358 0.0474 4.0 0.732 0.424 0.59 0.437 622 33 2VLP8/20 0.0474 0.0358 4.6 0.844 0.585 0.639 0.547 238 33 2VLP8/8 0.0474 0.0474 4.67 0.907 0.595 0.726 0.568 238 33 2VLP8/6 0.0474 0.0598 5.22 0.962 0.604 0.93 0.587 238 33 2VLP6/8 0.0598 0.0474 5.28.088 0.742 0.866 0.704 2686 33 2VLP6/6 0.0598 0.0598 5.83.56 0.753 0.979 0.728 2686 33 (=9.35) ORML WEIGHT COCRETE (45 PCF) 47 PSF 5.00 53 PSF 59 PSF (t=4.00) 65 PSF 2VLP/2VLP Superimposed Live Load (PSF) 20/20 7'- 8'-9 9'-4 33 244 68 35 92 77 65 55 47 20/8 7'- 8'-8 9'-6 33 244 68 35 92 77 65 55 47 8/20 8'-8 0'-4 0'-8 376 295 239 70 4 9 0 87 75 65 56 8/8 8'-9 0'-5 0'-0 376 295 239 70 4 8 0 86 74 65 56 8/6 8'-9 0'-7 0'- 376 295 239 70 4 8 00 86 74 64 56 6/8 9'- '-7 2'-0 400 339 274 227 62 36 6 99 85 74 64 6/6 0'-0 '-9 2'-2 400 339 274 227 93 36 5 99 85 74 64 20/20 6'-9 8'-0 8'- 356 245 92 55 27 05 89 75 64 54 46 20/8 6'-9 8'-0 9'- 356 245 92 54 27 05 88 75 63 54 46 8/20 8'-3 9'-0 0'-2 400 336 273 94 6 36 5 99 86 74 64 8/8 8'-4 0'-0 0'-4 400 336 273 94 6 35 5 99 85 74 64 8/6 8'-4 0'-2 0'-6 400 336 273 94 6 35 5 98 85 74 64 6/8 9'-5 '- '-6 400 386 32 259 85 56 32 3 98 85 74 6/6 9'-6 '-3 '-8 400 386 32 259 85 55 32 3 97 85 74 20/20 6'-5 7'-5 8'-5 400 275 26 74 43 9 00 84 72 6 52 20/8 6'-6 7'-4 8'-4 400 275 26 74 42 8 99 84 7 6 5 8/20 7'-0 9'-6 9'-9 400 377 269 29 8 52 30 96 83 73 8/8 7'- 9'-7 9'- 400 377 269 28 8 52 29 96 83 72 8/6 8'-0 9'-9 0'- 400 377 306 28 8 52 29 96 83 72 6/8 9'-0 0'-8 '-0 400 400 350 290 208 75 49 27 0 96 83 6/6 9'- 0'-0 '-2 400 400 350 290 208 75 48 27 0 95 83 20/20 6'-2 6'-0 7'-0 400 306 240 93 58 32 94 80 68 57 20/8 6'-3 6'-0 7'-9 400 305 239 93 58 3 0 93 79 68 57 8/20 7'-7 9'- 9'-5 400 400 298 243 20 69 44 24 07 93 8 8/8 7'-7 9'-3 9'-7 400 400 298 242 20 69 44 24 07 93 8 8/6 7'-8 9'-4 9'-8 400 400 298 242 20 69 44 23 07 92 80 6/8 8'-8 0'-3 0'-8 400 400 388 280 23 94 65 42 22 06 93 6/6 8'-8 0'-5 0'-9 400 400 388 280 23 94 65 4 22 06 92 20/20 6'- 6'-5 7'-3 400 336 264 22 74 45 22 03 88 75 63 6.50 20/8 6'- 6'-5 7'-3 400 335 263 22 74 45 22 03 87 74 63 8/20 7'-4 8'-0 9'- 400 400 328 267 22 86 59 36 8 02 89 (t=) 8/8 7'-5 8'- 9'-3 400 400 328 266 22 86 58 36 8 02 89 7 PSF 8/6 7'-6 9'- 9'-4 400 400 327 266 22 86 58 36 7 02 89 6/8 8'-5 9'- 0'-3 400 400 400 308 254 24 82 56 35 7 02 6/6 8'-6 0'- 0'-5 400 400 400 308 254 23 8 56 34 7 02. Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web I n S n Interloking side lap is not drawn to show atual detail. V a lbs/ft F y ksi 2
VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 4 0.93 0.250 6x6 - W.4xW.4 4 /2.08 0.292 6x6 - W.4xW.4 5.23 0.333 6x6 - W.4xW.4 5 /4.3 0.354 6x6 - W.4xW.4 5 /2.39 0.375 6x6 - W2.xW2. 6.54 0.47 6x6 - W2.xW2. 6 /4.62 0.438 6x6 - W2.xW2. 6 /2.70 0.458 6x6 - W2.xW2. COUSTICL IFORMTIO Type 2VLP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.2 0.24 0.20 0.4 0.07 0.8 0.5 W/O Insulation 0.3 0.4 0.94 0.88 0.56 0.44 0.70 W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 37 PSF 5.00 5.25 (t=3.25) 44 PSF 46 PSF 2VLP/2VLP oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) 20/20 7'-9 9'-0 0'-2 32 243 74 4 6 97 83 7 6 53 46 20/8 7'-0 0'-0 0'-4 32 243 73 40 6 97 82 7 6 53 46 8/20 9'-7 '-3 '-7 376 294 238 99 47 24 06 92 80 7 62 8/8 9'-8 '-4 '-9 376 294 238 99 46 24 06 92 80 70 62 8/6 9'-8 '-6 '- 376 294 238 99 46 24 06 92 80 70 62 6/8 '-0 2'-7 3'-0 400 340 273 227 92 66 2 05 9 80 69 6/6 '-0 2'-9 3'-2 400 340 273 227 92 66 2 05 9 80 69 20/20 7'-5 9'-6 9'-9 355 276 98 60 33 95 8 70 6 53 20/8 7'-6 9'-6 9'- 355 276 98 60 32 94 8 70 60 52 8/20 9'-2 0'-9 '-2 400 335 272 227 67 42 22 05 92 8 7 8/8 9'-2 0'- '-4 400 335 272 227 67 42 2 05 92 8 7 8/6 9'-3 '- '-5 400 335 272 227 67 4 2 05 9 80 7 6/8 0'-5 2'-2 2'-6 400 387 3 258 29 62 39 20 04 92 8 6/6 0'-6 2'-3 2'-8 400 387 3 258 29 62 38 20 04 9 8 20/20 7'-3 9'-3 9'-7 377 293 20 70 4 8 00 86 74 64 56 20/8 7'-4 9'-2 9'-9 377 293 20 70 4 8 00 86 74 64 56 8/20 8'- 0'-7 0'- 400 355 288 23 78 5 29 2 98 86 76 8/8 9'-0 0'-9 '- 400 355 288 24 77 50 29 2 98 86 76 8/6 9'- 0'-0 '-3 400 355 288 24 77 50 29 97 85 75 6/8 0'-3 '- 2'-4 400 400 330 274 232 72 47 27 97 86 6/6 0'-3 2'- 2'-6 400 400 330 274 232 72 47 27 97 86 20/20 7'-2 8'- 9'-5 399 30 223 80 49 25 06 9 79 68 59 20/8 7'-2 8'-0 9'-7 399 30 222 80 49 25 06 9 79 68 59 8/20 8'-9 0'-5 0'-9 400 376 305 226 88 59 37 9 04 9 80 8/8 8'-0 0'-7 0'- 400 376 305 225 88 59 37 8 03 9 80 8/6 8'-0 0'-8 '-0 400 376 305 225 88 59 36 8 03 9 80 6/8 0'-0 '-8 2'- 400 400 350 290 246 82 56 35 8 03 9 6/6 0'- '-0 2'-3 400 400 350 290 246 82 56 35 7 03 9 20/20 6'-9 8'- 8'- 400 328 259 20 74 46 24 07 92 80 69 6.25 20/8 6'-0 8'-0 9'- 400 328 259 20 74 46 24 06 92 80 69 8/20 8'-3 9'- 0'-2 400 400 355 263 29 86 60 38 2 06 94 (t=4.25) 8/8 8'-4 0'-0 0'-4 400 400 355 263 29 86 59 38 2 06 94 53 PSF 8/6 8'-4 0'-2 0'-6 400 400 355 262 29 85 59 38 20 06 93 6/8 9'-5 '-2 '-6 400 400 400 337 252 23 82 57 37 2 07 6/6 9'-6 '-3 '-8 400 400 400 337 25 22 82 57 37 20 06. Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web 2VLP-O STUDS 3
2VLP - 2in C-C 4 VULCRFT 2 VLP, VLP Stud Spaing - 2in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n 2VLP20/20 0.0358 0.0358 3.59 0.683 0.47 0.509 0.420 0.562 2465 0.452 0.556 33 2VLP20/8 0.0358 0.0474 4.0 0.732 0.424 0.59 0.437 0.562 2465 0.452 0.556 33 2VLP8/20 0.0474 0.0358 4.6 0.844 0.585 0.639 0.547 0.744 3250 0.598 0.736 33 2VLP8/8 0.0474 0.0474 4.67 0.907 0.595 0.726 0.568 0.744 3250 0.598 0.736 33 2VLP8/6 0.0474 0.0598 5.22 0.962 0.604 0.93 0.587 0.744 3250 0.598 0.736 33 2VLP6/8 0.0598 0.0474 5.28.088 0.742 0.866 0.704 0.939 4082 0.755 0.929 33 2VLP6/6 0.0598 0.0598 5.83.56 0.753 0.979 0.728 0.939 4082 0.755 0.929 33 (=9.35) ORML WEIGHT COCRETE (45 PCF) 47 PSF 5.00 53 PSF 59 PSF (t=4.00) 65 PSF 6.50 (t=) 7 PSF 2VLP/2VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 2 in. / 20/20 7'- 8'-9 9'-4 32.33 5476 400 400 30 23 80 42 4 9 73 59 47 20/8 7'- 8'-8 9'-5 32.33 5476 400 400 30 230 80 42 3 9 73 59 46 8/20 8'-8 0'-3 0'-7 32.33 602 400 400 397 307 24 93 56 28 05 86 7 8/8 8'-9 0'-5 0'-9 32.33 602 400 400 397 306 24 93 56 27 04 86 7 8/6 8'-9 0'-7 0'- 32.33 602 400 400 397 306 24 92 56 27 04 86 70 6/8 9'- '-7 2'-0 32.33 602 400 400 397 306 24 93 56 27 04 86 7 6/6 0'-0 '-9 2'- 32.33 602 400 400 397 306 24 92 56 27 04 86 70 20/20 6'-9 8'-0 8'- 37.4 5923 400 400 348 267 208 65 32 06 85 69 55 20/8 6'-9 8'-0 9'- 37.4 5923 400 400 348 266 208 65 32 06 85 68 54 8/20 8'-3 9'-0 0'-2 37.4 6708 400 400 400 356 280 225 82 49 22 0 83 8/8 8'-4 0'-0 0'-4 37.4 6708 400 400 400 355 280 224 82 48 22 00 83 8/6 8'-4 0'- 0'-5 37.4 6708 400 400 400 355 280 224 8 48 22 00 82 6/8 9'-5 '- '-6 37.4 696 400 400 400 355 280 224 82 48 22 00 83 6/6 9'-6 '-3 '-7 37.4 696 400 400 400 355 280 224 8 48 22 00 82 20/20 6'-5 7'-5 8'-5 42.8 6393 400 400 395 303 236 87 50 2 97 78 63 20/8 6'-6 7'-4 8'-4 42.8 6393 400 400 394 302 236 87 50 2 97 78 62 8/20 7'-0 9'-5 9'-9 42.8 778 400 400 400 400 39 256 208 70 40 5 95 8/8 7'- 9'-7 9'- 42.8 778 400 400 400 400 39 255 207 70 39 5 95 8/6 8'-0 9'-8 0'-0 42.8 778 400 400 400 400 38 255 207 69 39 5 95 6/8 9'-0 0'-8 '-0 42.8 7856 400 400 400 400 39 256 207 70 39 5 95 6/6 9'- 0'-0 '-2 42.8 7856 400 400 400 400 39 255 207 69 39 5 95 20/20 6'-2 6'-0 7'-0 47.48 6886 400 400 400 338 265 20 68 36 0 88 7 20/8 6'-3 6'-0 7'-9 47.48 6886 400 400 400 338 264 20 68 35 09 88 70 8/20 7'-7 9'- 9'-5 47.48 767 400 400 400 400 358 287 233 9 57 30 07 8/8 7'-7 9'-3 9'-6 47.48 767 400 400 400 400 358 287 233 9 57 30 07 8/6 7'-8 9'-4 9'-8 47.48 767 400 400 400 400 357 286 232 90 57 29 07 6/8 8'-8 0'-3 0'-7 47.48 8503 400 400 400 400 358 287 233 9 57 30 07 6/6 8'-8 0'-5 0'-9 47.48 8503 400 400 400 400 357 286 232 90 57 29 07 20/20 6'- 6'-5 7'-3 53.0 740 400 400 400 374 293 233 86 50 22 98 78 20/8 6'- 6'-5 7'-3 53.0 740 400 400 400 374 293 232 86 50 2 98 78 8/20 7'-4 8'-9 9'- 53.0 886 400 400 400 400 397 39 259 22 75 45 20 8/8 7'-5 8'- 9'-2 53.0 886 400 400 400 400 397 38 258 22 74 44 9 8/6 7'-6 9'-0 9'-4 53.0 886 400 400 400 400 396 38 258 2 74 44 9 6/8 8'-5 9'- 0'-3 53.0 908 400 400 400 400 397 38 258 22 75 44 9 6/6 8'-6 0'- 0'-5 53.0 908 400 400 400 400 396 38 258 2 74 44 9. Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web F y ksi
VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 4 0.93 0.250 6x6 - W.4xW.4 4 /2.08 0.292 6x6 - W.4xW.4 5.23 0.333 6x6 - W.4xW.4 5 /4.3 0.354 6x6 - W.4xW.4 5 /2.39 0.375 6x6 - W2.xW2. 6.54 0.47 6x6 - W2.xW2. 6 /4.62 0.438 6x6 - W2.xW2. 6 /2.70 0.458 6x6 - W2.xW2. COUSTICL IFORMTIO Type 2VLP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.2 0.24 0.20 0.4 0.07 0.8 0.5 W/O Insulation 0.3 0.4 0.94 0.88 0.56 0.44 0.70 W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 37 PSF 5.00 5.25 (t=3.25) 44 PSF 46 PSF 6.25 (t=4.25) 53 PSF 2VLP/2VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 2 in. / 20/20 7'-9 9'-0 0'-2 32.33 456 400 400 309 238 88 50 22 00 82 66 55 20/8 7'-0 0'-0 0'-4 32.33 456 400 400 309 238 88 50 22 99 82 66 55 8/20 9'-7 '-2 '-7 32.33 456 400 400 400 34 249 90 46 5 92 75 62 8/8 9'-8 '-4 '-9 32.33 456 400 400 400 34 249 90 46 5 92 75 62 8/6 9'-8 '-6 '-0 32.33 456 400 400 400 34 249 90 46 5 92 75 62 6/8 '-0 2'-7 3'-0 32.33 456 400 400 400 34 249 20 62 28 02 83 69 6/6 '-0 2'-9 3'-2 32.33 456 400 400 400 34 249 200 62 28 02 83 69 20/20 7'-5 9'-5 9'-9 37.4 5059 400 400 357 276 27 74 4 6 95 78 65 20/8 7'-6 9'-6 9'- 37.4 5059 400 400 357 275 27 74 4 5 95 78 64 8/20 9'-2 0'-9 '- 37.4 587 400 400 400 365 289 234 9 54 23 00 82 8/8 9'-2 0'- '-3 37.4 587 400 400 400 364 289 233 9 54 23 00 82 8/6 9'-3 '-0 '-5 37.4 587 400 400 400 364 289 233 90 54 23 00 82 6/8 0'-5 2'- 2'-6 37.4 587 400 400 400 364 289 233 9 58 3 0 9 6/6 0'-6 2'-3 2'-8 37.4 587 400 400 400 364 289 233 90 57 3 0 9 20/20 7'-3 9'-3 9'-7 39.63 5233 400 400 38 294 232 86 5 23 02 84 69 20/8 7'-4 9'-2 9'-9 39.63 5233 400 400 380 294 232 86 50 23 0 84 69 8/20 8'- 0'-7 0'- 39.63 5535 400 400 400 390 309 250 205 69 4 4 94 8/8 9'-0 0'-9 '- 39.63 5535 400 400 400 389 309 249 204 69 4 4 94 8/6 9'- 0'-0 '-2 39.63 5535 400 400 400 389 309 249 204 68 40 4 94 6/8 0'-3 '- 2'-3 39.63 5535 400 400 400 389 309 249 204 69 4 8 99 6/6 0'-3 2'-0 2'-5 39.63 5535 400 400 400 389 309 249 204 68 40 7 99 20/20 7'-2 8'- 9'-5 42.8 54 400 400 400 33 247 98 60 3 08 89 74 20/8 7'-2 8'-0 9'-6 42.8 54 400 400 400 32 246 97 60 3 08 89 74 8/20 8'-9 0'-4 0'-9 42.8 5892 400 400 400 400 329 266 28 80 50 26 06 8/8 8'-0 0'-6 0'-0 42.8 5892 400 400 400 400 329 266 28 80 50 26 06 8/6 8'-0 0'-8 '-0 42.8 5892 400 400 400 400 329 265 27 80 50 25 06 6/8 0'-0 '-8 2'- 42.8 5892 400 400 400 400 329 266 27 80 50 26 06 6/6 0'- '-0 2'-3 42.8 5892 400 400 400 400 329 265 27 79 50 25 05 20/20 6'-9 8'- 8'- 50.2 5972 400 400 400 368 29 233 89 55 28 06 88 20/8 6'-0 8'-0 9'- 50.2 5972 400 400 400 368 290 233 89 55 28 06 87 8/20 8'-3 9'-0 0'-2 50.2 6757 400 400 400 400 389 35 258 24 78 50 26 8/8 8'-4 0'-0 0'-4 50.2 6757 400 400 400 400 389 34 258 23 78 49 26 8/6 8'-4 0'- 0'-6 50.2 6757 400 400 400 400 389 34 257 23 78 49 26 6/8 9'-5 '- '-6 50.2 703 400 400 400 400 389 34 258 23 78 49 26 6/6 9'-6 '-3 '-8 50.2 703 400 400 400 400 389 34 257 23 78 49 26. Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web 2VLP - 2in C-C 5
2VLP - 24in C-C 6 VULCRFT 2 VLP, VLP Stud Spaing - 24in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n 2VLP20/20 0.0358 0.0358 3.59 0.683 0.47 0.509 0.420 0.562 2465 0.452 0.556 33 2VLP20/8 0.0358 0.0474 4.0 0.732 0.424 0.59 0.437 0.562 2465 0.452 0.556 33 2VLP8/20 0.0474 0.0358 4.6 0.844 0.585 0.639 0.547 0.744 3250 0.598 0.736 33 2VLP8/8 0.0474 0.0474 4.67 0.907 0.595 0.726 0.568 0.744 3250 0.598 0.736 33 2VLP8/6 0.0474 0.0598 5.22 0.962 0.604 0.93 0.587 0.744 3250 0.598 0.736 33 2VLP6/8 0.0598 0.0474 5.28.088 0.742 0.866 0.704 0.939 4082 0.755 0.929 33 2VLP6/6 0.0598 0.0598 5.83.56 0.753 0.979 0.728 0.939 4082 0.755 0.929 33 (=9.35) ORML WEIGHT COCRETE (45 PCF) 47 PSF 5.00 53 PSF 59 PSF (t=4.00) 65 PSF 6.50 (t=) 7 PSF 2VLP/2VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 7'- 8'-9 9'-4 32.33 5476 400 400 30 23 80 42 4 9 73 59 47 20/8 7'- 8'-8 9'-5 32.33 5476 400 400 30 230 80 42 3 9 73 59 46 8/20 8'-8 0'-3 0'-7 32.33 602 396 383 37 284 225 8 47 2 00 83 68 8/8 8'-9 0'-5 0'-9 32.33 602 396 383 37 284 225 8 47 2 00 82 68 8/6 8'-9 0'-7 0'- 32.33 602 396 383 37 283 224 80 47 20 99 82 68 6/8 9'- '-7 2'-0 32.33 602 400 379 356 280 25 74 42 8 98 82 68 6/6 0'-0 '-9 2'- 32.33 602 400 379 355 279 225 73 42 7 98 82 68 20/20 6'-9 8'-0 8'- 37.4 5923 400 400 348 267 208 65 32 06 85 69 55 20/8 6'-9 8'-0 9'- 37.4 5923 400 400 348 266 208 65 32 06 85 68 54 8/20 8'-3 9'-0 0'-2 37.4 6708 400 389 379 329 26 20 7 4 6 96 80 8/8 8'-4 0'-0 0'-4 37.4 6708 400 389 379 329 260 20 7 40 6 96 80 8/6 8'-4 0'- 0'-5 37.4 6708 400 389 379 328 260 209 70 40 6 96 79 6/8 9'-5 '- '-6 37.4 696 400 395 370 323 248 20 65 37 4 95 80 6/6 9'-6 '-3 '-7 37.4 696 400 395 370 322 248 20 65 36 3 95 79 20/20 6'-5 7'-5 8'-5 42.8 6393 400 400 395 303 236 87 50 2 97 78 63 20/8 6'-6 7'-4 8'-4 42.8 6393 400 400 394 302 236 87 50 2 97 78 62 8/20 7'-0 9'-5 9'-9 42.8 778 400 396 378 370 296 239 95 60 33 0 9 8/8 7'- 9'-7 9'- 42.8 778 400 396 378 370 296 238 94 60 32 0 9 8/6 8'-0 9'-8 0'-0 42.8 778 400 396 385 370 296 238 94 60 32 0 9 6/8 9'-0 0'-8 '-0 42.8 7856 400 400 383 363 282 228 87 55 30 09 9 6/6 9'- 0'-0 '-2 42.8 7856 400 400 383 363 28 228 87 55 29 08 9 20/20 6'-2 6'-0 7'-0 47.48 6886 400 400 400 338 265 20 68 36 0 88 7 20/8 6'-3 6'-0 7'-9 47.48 6886 400 400 400 338 264 20 68 35 09 88 70 8/20 7'-7 9'- 9'-5 47.48 767 400 400 383 374 332 268 28 80 49 24 03 8/8 7'-7 9'-3 9'-6 47.48 767 400 400 383 374 332 267 28 80 49 24 03 8/6 7'-8 9'-4 9'-8 47.48 767 400 400 383 374 332 267 28 79 48 23 02 6/8 8'-8 0'-3 0'-7 47.48 8503 400 400 396 360 35 256 20 74 45 22 02 6/6 8'-8 0'-5 0'-9 47.48 8503 400 400 396 359 35 255 20 74 45 22 02 20/20 6'- 6'-5 7'-3 53.0 740 400 400 400 374 293 233 86 50 22 98 78 20/8 6'- 6'-5 7'-3 53.0 740 400 400 400 374 293 232 86 50 2 98 78 8/20 7'-4 8'-9 9'- 53.0 886 400 400 388 378 368 297 242 200 65 38 4 8/8 7'-5 8'- 9'-2 53.0 886 400 400 388 378 368 296 242 99 65 37 4 8/6 7'-6 9'-0 9'-4 53.0 886 400 400 388 378 367 296 242 99 65 37 4 6/8 8'-5 9'- 0'-3 53.0 908 400 400 400 369 349 283 232 93 6 35 4 6/6 8'-6 0'- 0'-5 53.0 908 400 400 400 369 348 283 232 93 6 35 3. Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web F y ksi
VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 4 0.93 0.250 6x6 - W.4xW.4 4 /2.08 0.292 6x6 - W.4xW.4 5.23 0.333 6x6 - W.4xW.4 5 /4.3 0.354 6x6 - W.4xW.4 5 /2.39 0.375 6x6 - W2.xW2. 6.54 0.47 6x6 - W2.xW2. 6 /4.62 0.438 6x6 - W2.xW2. 6 /2.70 0.458 6x6 - W2.xW2. COUSTICL IFORMTIO Type 2VLP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.2 0.24 0.20 0.4 0.07 0.8 0.5 W/O Insulation 0.3 0.4 0.94 0.88 0.56 0.44 0.70 W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 37 PSF 5.00 5.25 (t=3.25) 44 PSF 46 PSF 6.25 (t=4.25) 53 PSF 2VLP/2VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 24 in. / 20/20 7'-9 9'-0 0'-2 32.33 456 39 384 295 229 8 45 8 97 80 66 55 20/8 7'-0 0'-0 0'-4 32.33 456 39 384 295 228 80 45 8 96 79 66 54 8/20 9'-7 '-2 '-7 32.33 456 392 366 348 277 26 76 46 5 92 75 62 8/8 9'-8 '-4 '-9 32.33 456 392 366 348 277 26 76 46 5 92 75 62 8/6 9'-8 '-6 '-0 32.33 456 392 366 348 277 26 76 45 5 92 75 62 6/8 '-0 2'-7 3'-0 32.33 456 400 372 342 274 223 85 44 2 02 83 69 6/6 '-0 2'-9 3'-2 32.33 456 400 372 342 274 223 84 44 2 02 83 69 20/20 7'-5 9'-5 9'-9 37.4 5059 395 388 34 264 209 68 36 2 93 77 63 20/8 7'-6 9'-6 9'- 37.4 5059 395 388 34 264 208 67 36 2 92 76 63 8/20 9'-2 0'-9 '- 37.4 587 400 379 359 320 250 204 69 4 9 00 82 8/8 9'-2 0'- '-3 37.4 587 400 379 359 320 250 204 69 4 9 00 82 8/6 9'-3 '-0 '-5 37.4 587 400 379 359 320 249 203 68 40 8 00 82 6/8 0'-5 2'- 2'-6 37.4 587 400 394 359 35 257 200 67 40 9 02 87 6/6 0'-6 2'-3 2'-8 37.4 587 400 394 359 35 256 200 66 40 9 0 87 20/20 7'-3 9'-3 9'-7 39.63 5233 398 389 364 282 223 79 46 20 99 82 68 20/8 7'-4 9'-2 9'-9 39.63 5233 398 389 363 28 222 79 45 9 99 82 68 8/20 8'- 0'-7 0'- 39.63 5535 400 386 364 333 267 28 80 5 27 08 92 8/8 9'-0 0'-9 '- 39.63 5535 400 386 364 342 267 28 80 5 27 08 92 8/6 9'- 0'-0 '-2 39.63 5535 400 386 364 34 266 27 80 50 27 07 9 6/8 0'-3 '- 2'-3 39.63 5535 400 400 368 336 274 24 78 50 27 08 93 6/6 0'-3 2'-0 2'-5 39.63 5535 400 400 368 336 273 23 78 49 27 08 93 20/20 7'-2 8'- 9'-5 42.8 54 400 39 382 299 237 90 55 27 05 87 72 20/8 7'-2 8'-0 9'-6 42.8 54 400 39 382 299 236 90 55 27 05 87 72 8/20 8'-9 0'-4 0'-9 42.8 5892 400 392 369 344 284 232 92 60 35 5 98 8/8 8'-0 0'-6 0'-0 42.8 5892 400 392 369 344 284 232 92 60 35 5 98 8/6 8'-0 0'-8 '-0 42.8 5892 400 392 369 344 283 23 9 60 35 4 97 6/8 0'-0 '-8 2'- 42.8 5892 400 400 377 349 29 227 89 59 35 5 99 6/6 0'- '-0 2'-3 42.8 5892 400 400 377 349 290 227 89 59 35 5 99 20/20 6'-9 8'- 8'- 50.2 5972 400 393 386 352 279 224 83 50 24 03 86 20/8 6'-0 8'-0 9'- 50.2 5972 400 393 386 352 279 224 83 50 24 03 86 8/20 8'-3 9'-0 0'-2 50.2 6757 400 400 385 356 335 273 226 89 60 36 6 8/8 8'-4 0'-0 0'-4 50.2 6757 400 400 385 356 334 273 226 89 60 36 6 8/6 8'-4 0'- 0'-6 50.2 6757 400 400 385 356 334 273 226 89 59 35 5 6/8 9'-5 '- '-6 50.2 703 400 400 400 37 326 267 223 87 59 36 7 6/6 9'-6 '-3 '-8 50.2 703 400 400 400 37 325 267 222 87 59 36 7. Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web 2VLP - 24in C-C 7
2VLP - 36in C-C 8 VULCRFT 2 VLP, VLP Stud Spaing - 36in C-C Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type Design Thikness (in.) Hat Pan Weight psf I p Setion Properties S p I n 2VLP20/20 0.0358 0.0358 3.59 0.683 0.47 0.509 0.420 0.562 2465 0.452 0.556 33 2VLP20/8 0.0358 0.0474 4.0 0.732 0.424 0.59 0.437 0.562 2465 0.452 0.556 33 2VLP8/20 0.0474 0.0358 4.6 0.844 0.585 0.639 0.547 0.744 3250 0.598 0.736 33 2VLP8/8 0.0474 0.0474 4.67 0.907 0.595 0.726 0.568 0.744 3250 0.598 0.736 33 2VLP8/6 0.0474 0.0598 5.22 0.962 0.604 0.93 0.587 0.744 3250 0.598 0.736 33 2VLP6/8 0.0598 0.0474 5.28.088 0.742 0.866 0.704 0.939 4082 0.755 0.929 33 2VLP6/6 0.0598 0.0598 5.83.56 0.753 0.979 0.728 0.939 4082 0.755 0.929 33 (=9.35) ORML WEIGHT COCRETE (45 PCF) 47 PSF 5.00 53 PSF 59 PSF (t=4.00) 65 PSF 6.50 (t=) 7 PSF 2VLP/2VLP (See ote: 6) S n s in 2 /ft ΦV n lbs/ft (ormal Wt. Interloking side lap is not drawn to show atual detail. (Lightweight. Superimposed Live Load (PSF) - Shear Studs at 36 in. / 20/20 7'- 8'-9 9'-4 32.33 5476 377 359 266 206 62 29 04 85 69 56 45 20/8 7'- 8'-8 9'-5 32.33 5476 377 359 266 205 62 29 04 84 68 55 45 8/20 8'-8 0'-3 0'-7 32.33 602 389 353 327 246 97 60 32 09 9 77 64 8/8 8'-9 0'-5 0'-9 32.33 602 389 353 327 246 97 60 32 09 9 76 64 8/6 8'-9 0'-7 0'- 32.33 602 389 353 327 245 96 59 3 09 9 76 64 6/8 9'- '-7 2'-0 32.33 602 400 366 328 262 97 6 33 2 94 79 67 6/6 0'-0 '-9 2'- 32.33 602 400 366 328 262 24 6 33 93 79 67 20/20 6'-9 8'-0 8'- 37.4 5923 389 359 307 237 87 49 2 98 80 65 52 20/8 6'-9 8'-0 9'- 37.4 5923 389 359 307 237 87 49 20 98 79 65 52 8/20 8'-3 9'-0 0'-2 37.4 6708 400 37 344 284 228 85 52 27 06 89 75 8/8 8'-4 0'-0 0'-4 37.4 6708 400 37 344 284 227 85 52 26 06 89 75 8/6 8'-4 0'- 0'-5 37.4 6708 400 37 344 284 227 84 52 26 05 88 74 6/8 9'-5 '- '-6 37.4 696 400 392 35 30 227 86 54 29 08 92 78 6/6 9'-6 '-3 '-7 37.4 696 400 392 35 30 227 85 54 28 08 9 78 20/20 6'-5 7'-5 8'-5 42.8 6393 400 367 348 269 22 69 37 9 74 60 20/8 6'-6 7'-4 8'-4 42.8 6393 400 367 347 268 2 69 37 90 74 59 8/20 7'-0 9'-5 9'-9 42.8 778 400 390 342 320 258 20 73 44 20 0 85 8/8 7'- 9'-7 9'- 42.8 778 400 390 342 39 258 20 73 44 20 0 85 8/6 8'-0 9'-8 0'-0 42.8 778 400 390 358 39 257 209 72 43 20 0 85 6/8 9'-0 0'-8 '-0 42.8 7856 400 400 372 339 257 2 74 46 23 04 88 6/6 9'- 0'-0 '-2 42.8 7856 400 400 372 339 257 20 74 46 23 04 88 20/20 6'-2 6'-0 7'-0 47.48 6886 400 375 358 300 237 89 53 25 02 83 67 20/8 6'-3 6'-0 7'-9 47.48 6886 400 375 358 300 236 89 53 24 0 83 67 8/20 7'-7 9'- 9'-5 47.48 767 400 400 355 330 289 235 94 6 35 4 96 8/8 7'-7 9'-3 9'-6 47.48 767 400 400 355 330 288 235 93 6 35 3 95 8/6 7'-8 9'-4 9'-8 47.48 767 400 400 355 330 288 234 93 6 34 3 95 6/8 8'-8 0'-3 0'-7 47.48 8503 400 400 393 333 287 235 95 63 38 7 99 6/6 8'-8 0'-5 0'-9 47.48 8503 400 400 393 333 287 235 95 63 37 6 99 20/20 6'- 6'-5 7'-3 53.0 740 400 383 364 332 262 20 69 38 3 92 74 20/8 6'- 6'-5 7'-3 53.0 740 400 383 364 33 26 209 69 38 2 92 74 8/20 7'-4 8'-9 9'- 53.0 886 400 400 368 34 39 260 24 78 50 26 06 8/8 7'-5 8'- 9'-2 53.0 886 400 400 368 34 39 260 24 78 49 26 06 8/6 7'-6 9'-0 9'-4 53.0 886 400 400 368 34 38 259 24 78 49 25 06 6/8 8'-5 9'- 0'-3 53.0 908 400 400 400 349 37 260 26 8 52 29 0 6/6 8'-6 0'- 0'-5 53.0 908 400 400 400 348 37 259 25 80 52 29 0. Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web F y ksi
VULCRFT SLB IFORMTIO, in. Theoretial Conrete Volume Yd 3 / 00 ft 2 ft 3 / ft 2 Reommended Welded Wire Fabri 4 0.93 0.250 6x6 - W.4xW.4 4 /2.08 0.292 6x6 - W.4xW.4 5.23 0.333 6x6 - W.4xW.4 5 /4.3 0.354 6x6 - W.4xW.4 5 /2.39 0.375 6x6 - W2.xW2. 6.54 0.47 6x6 - W2.xW2. 6 /4.62 0.438 6x6 - W2.xW2. 6 /2.70 0.458 6x6 - W2.xW2. COUSTICL IFORMTIO Type 2VLP bsorption Coeffi ient 25 250 500 000 2000 4000 oise Redution Coeffiient 0.2 0.24 0.20 0.4 0.07 0.8 0.5 W/O Insulation 0.3 0.4 0.94 0.88 0.56 0.44 0.70 W/ Insulation (=4.5) LIGHTWEIGHT COCRETE (0 PCF) 37 PSF 5.00 5.25 (t=3.25) 44 PSF 46 PSF 6.25 (t=4.25) 53 PSF 2VLP/2VLP (See ote: 6) oustial dek (Type.5VLP) is partiularly suitable in strutures suh as auditoriums, shools, and theatres where sound ontrol is desirable. ousti perforations are loated in the pan where the load arrying properties are negligibly affeted (less than 5%). Inert, non-organi glass fiber sound absorbing batts are plaed in the rib openings to absorb up to 80% of the sound striking the dek. W/ Insulation indiates rigid insulation in the ells. Soure: Riverbank oustial Laboratories. Superimposed Live Load (PSF) - Shear Studs at 36 in. / 20/20 7'-9 9'-0 0'-2 32.33 456 365 337 255 99 59 29 06 88 74 62 52 20/8 7'-0 0'-0 0'-4 32.33 456 365 337 254 99 59 29 06 88 73 6 5 8/20 9'-7 '-2 '-7 32.33 456 387 342 32 25 93 59 33 2 92 75 62 8/8 9'-8 '-4 '-9 32.33 456 387 342 32 25 93 59 32 2 92 75 62 8/6 9'-8 '-6 '-0 32.33 456 387 342 32 25 92 58 32 92 75 62 6/8 '-0 2'-7 3'-0 32.33 456 400 36 39 258 23 78 37 6 99 83 69 6/6 '-0 2'-9 3'-2 32.33 456 400 36 39 258 22 78 36 5 99 83 69 20/20 7'-5 9'-5 9'-9 37.4 5059 382 35 293 229 83 49 23 02 85 7 60 20/8 7'-6 9'-6 9'- 37.4 5059 382 35 293 229 83 49 22 0 85 7 60 8/20 9'-2 0'-9 '- 37.4 587 400 364 330 289 223 83 53 29 0 94 8 8/8 9'-2 0'- '-3 37.4 587 400 364 330 289 222 83 53 29 0 94 8 8/6 9'-3 '-0 '-5 37.4 587 400 364 330 289 222 83 52 29 09 94 80 6/8 0'-5 2'- 2'-6 37.4 587 400 392 343 296 244 88 57 33 4 98 85 6/6 0'-6 2'-3 2'-8 37.4 587 400 392 343 296 244 87 57 33 4 98 85 20/20 7'-3 9'-3 9'-7 39.63 5233 39 357 33 245 95 59 3 09 9 76 64 20/8 7'-4 9'-2 9'-9 39.63 5233 39 357 32 244 95 58 30 08 90 76 64 8/20 8'- 0'-7 0'- 39.63 5535 400 376 339 293 237 96 63 38 7 0 87 8/8 9'-0 0'-9 '- 39.63 5535 400 376 339 308 237 95 63 38 7 00 86 8/6 9'- 0'-0 '-2 39.63 5535 400 376 339 308 237 95 63 37 7 00 86 6/8 0'-3 '- 2'-3 39.63 5535 400 400 355 35 260 200 68 42 22 05 9 6/6 0'-3 2'-0 2'-5 39.63 5535 400 400 355 35 260 200 67 42 2 04 90 20/20 7'-2 8'- 9'-5 42.8 54 399 364 329 260 208 69 39 5 96 8 68 20/8 7'-2 8'-0 9'-6 42.8 54 399 364 329 259 207 68 39 5 96 8 68 8/20 8'-9 0'-4 0'-9 42.8 5892 400 387 348 305 252 208 74 47 25 07 92 8/8 8'-0 0'-6 0'-0 42.8 5892 400 387 348 304 252 207 73 46 24 07 92 8/6 8'-0 0'-8 '-0 42.8 5892 400 387 348 304 25 207 73 46 24 06 92 6/8 0'-0 '-8 2'- 42.8 5892 400 400 368 329 276 22 78 5 29 96 6/6 0'- '-0 2'-3 42.8 5892 400 400 368 329 275 22 78 5 29 96 20/20 6'-9 8'- 8'- 50.2 5972 400 37 344 305 244 98 63 36 4 95 80 20/8 6'-0 8'-0 9'- 50.2 5972 400 37 344 305 244 98 63 35 3 95 80 8/20 8'-3 9'-0 0'-2 50.2 6757 400 400 375 325 296 244 204 72 47 26 09 8/8 8'-4 0'-0 0'-4 50.2 6757 400 400 375 325 296 244 204 72 47 26 08 8/6 8'-4 0'- 0'-6 50.2 6757 400 400 375 325 296 244 203 72 46 25 08 6/8 9'-5 '- '-6 50.2 703 400 400 400 360 30 249 209 77 52 3 4 6/6 9'-6 '-3 '-8 50.2 703 400 400 400 360 30 249 209 77 52 3 3. Minimum exterior bearing length required is 2.00 inhes. Minimum interior bearing length required is 4.00 inhes. If these minimum lengths are not provided, web 2VLP - 36in C-C 9
3VLP-O STUDS VULCRFT 3 VLP, VLP o Studs Vulraft Cellular Units are approved by U.L. for use as Eletrial Raeways. STEEL SECTIO PROPERTIES type (=9.35) ORML WEIGHT COCRETE (45 PCF) 53 PSF 59 PSF 6.50 65 PSF 7.00 (t=4.00) 7 PSF 3VLP/3VLP Design Thikness (in.) Hat Pan Weight psf I p Setion Properties 3VLP20/20 0.0358 0.0358 3.75.522 0.643.33 0.650 209 33 3VLP20/8 0.0358 0.0474 4.26.637 0.640.305 0.677 209 33 3VLP8/20 0.0474 0.0358 4.36.879 0.90.427 0.847 325 33 3VLP8/8 0.0474 0.0474 4.88 2.02 0.926.60 0.879 325 33 3VLP8/6 0.0474 0.0598 5.43 2.30 0.939.834 0.90 325 33 3VLP6/8 0.0598 0.0474 5.54 2.43.53.935.09 4043 33 3VLP6/6 0.0598 0.0598 6.09 2.557.7 2.73.28 4043 33 Superimposed Live Load (PSF) 20/20 8'-9 8'-0 0'-0 352 275 223 53 26 05 88 75 64 55 47 20/8 8'-8 8'-9 0'-0 352 275 223 53 26 05 88 75 64 55 47 8/20 0'-8 2'-4 2'-9 400 330 27 229 97 39 20 04 9 80 7 8/8 0'-9 2'-6 2'- 400 330 27 229 97 39 20 04 9 80 70 8/6 0'-0 2'-8 3'- 400 330 27 229 97 39 9 03 90 79 70 6/8 2'-2 3'-0 4'-4 400 373 304 255 28 90 68 6 0 89 78 6/6 2'-3 4'- 4'-6 400 373 304 255 28 90 68 6 0 88 78 20/20 8'-4 8'-2 9'-3 395 309 250 72 42 8 99 84 72 62 53 20/8 8'-4 8'- 9'-2 395 309 250 72 4 8 99 84 72 62 53 8/20 0'-2 '-0 2'-3 400 370 304 257 22 57 35 7 03 90 80 8/8 0'-3 2'-0 2'-5 400 370 304 257 22 56 35 7 02 90 79 8/6 0'-4 2'-2 2'-7 400 370 304 257 22 56 34 7 02 90 79 6/8 '-7 3'-4 3'-9 400 400 34 286 245 23 5 30 4 00 88 6/6 '-8 3'-6 3'- 400 400 34 286 245 23 50 30 4 00 88 20/20 8'-0 7'-7 8'-7 400 343 278 92 57 3 94 80 69 59 20/8 8'-0 7'-6 8'-7 400 343 278 9 57 3 0 94 80 69 59 8/20 9'-9 '-5 '-9 400 400 338 285 205 74 50 30 4 00 89 8/8 9'-0 '-7 '- 400 400 338 285 204 74 50 30 4 00 88 8/6 9'- '-9 2'- 400 400 338 285 204 74 49 30 3 00 88 6/8 '- 2'-0 3'-3 400 400 378 37 272 237 67 45 27 98 6/6 '-2 3'-0 3'-5 400 400 378 37 272 237 67 45 26 98 20/20 7'-0 7'- 8'-0 400 377 26 2 73 44 22 03 88 76 65 20/8 7'-9 7'-0 8'-0 400 377 26 20 73 44 2 03 88 76 65 8/20 9'-6 '-0 '-4 400 400 37 33 225 92 65 43 25 0 98 8/8 9'-7 '-2 '-6 400 400 37 33 225 9 65 43 25 0 97 8/6 9'-8 '-4 '-8 400 400 37 33 225 9 64 43 25 0 97 6/8 0'-0 2'-5 2'-0 400 400 400 348 298 25 84 60 40 23 08 6/6 0'- 2'-7 3'-0 400 400 400 348 298 24 84 59 39 22 08 20/20 7'-8 6'-7 7'-6 400 400 285 230 89 58 33 3 97 83 7 7.50 20/8 7'-7 6'-7 7'-6 400 400 285 230 89 57 33 3 96 83 7 8/20 9'-3 0'-8 '-0 400 400 400 34 246 209 80 56 37 2 07 (t=) 8/8 9'-4 0'-0 '-2 400 400 400 34 245 209 80 56 37 20 06 77 PSF 8/6 9'-5 0'-0 '-4 400 400 400 34 245 208 79 56 36 20 06 6/8 0'-7 2'-0 2'-5 400 400 400 380 325 234 20 74 52 34 8 6/6 0'-7 2'-2 2'-7 400 400 400 380 325 234 20 74 52 34 8. Minimum exterior bearing length required is 2.50 inhes. Minimum interior bearing length required is 5.00 inhes. If these minimum lengths are not provided, web S p I n S n Interloking side lap is not drawn to show atual detail. V a lbs/ft F y ksi 20