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` ULCR/�FT ��_�_�i 1 .5 VL,VLI Maximum Sheet Length 42'-0 Extra Charge for Lengths Under 6'-0 � ICBO Approved (No. 3415) 2�i2� L � f VL •�� ,l° �".o o o� �eo�� D;��c,�Io a J o'_' STEEL SECTION PROPERTIES F -40 KSI Deck Desi gn Weight Ip In Sp Sn -�.I � Total T e Thick. PSF in4/Ft in4/Ft in3/Ft in3/Ft � �3�4, Slab 1.5VL22 OA295 1.78 0.150 0.182 0.178 0.186 Depth � 1.5VL21 0.0329 1.97 0.174 0.205 0.209 0.215 �•° ° p:a° � Q. o ° ; ��,� •o u• o .e a e�o o; --� 1.5VL20 0.0358 2.14 0.195 0.222 0.231 0.240 V L I �' �• 9 p a ' o p �p o a • C; o�°.�e b e . o,°� 1.5VL19 0.0418 2.49 0.239 0.260 0.274 0.288 . o �,��„ 1.5VL18 0.0474 2.82 0.282 0.295 0.315 0.327 � g�� f � 1.5VL17 0.0538 3.19 0.331 0.335 0.361 0.371 � 1.5VL16 0.0598 3.54 0.373 0.373 0.404 0.411 36" N=9 NORMAL WEIGHT CONCRE E 145 PCF Total SDI Max.Unshored Slab Deck u erim se Live L P F De th T e 1 S an 2 S an 3 S an 5'-0 5'-6 6'-0 6'-6 7'-0 7'-6 8'•0 8'-6 9'•0 9'-6 10'-0 10'-6 11'-0 11�.g 12�-p I 1.5VL22 5'-2 6'-11 T-0 314 259 230 206 186 169 154 141 130 120 111 100 87 76 67 3 1/ " 1.5VL21 5'-9 7'-8 7'-9 331 294 243 218 197 179 163 150 138 127 118 104 91 80 70 1.SVL20 6'-2 8'-3 8'-4 345 306 275 228 206 187 171 157 144 133 124 108 94 82 73 � (t=2") 1.5VL19 6'-10 9'-2 9'-4 372 330 296 268 223 203 186 171 157 145 134 116 101 88 78 1.SVL18 7'-6 9'-11 10'-2 395 351 315 285 260 238 199 182 168 156 142 123 107 g4 gp 33 PSF 1.5VL17 B;•2 10'-6 10'-10 397 353 316 286 261 239 221 183 169 157 145 131 ��q gg 87 ' 1. VL1 11'- 11'- 1.SVL22 q�.�� 97 5 1 2 2 1 2 21 2 1 1 q c 6'-6 6'-7 342 301 267 240 216 196 179 164 151 139 129 119 111 103 96 ! 4" 1.SVL21 5'-5 7'-3 7'-4 385 318 283 253 229 208 190 174 160 148 137 127 118 110 102 (t'2��2") �.S��L�19 56,6 8'•8 8'-10 400 383 344 311 259 235 295 197 182 168 156 145 135 126 11�5 1.SVL18 7'-1 g'-5 g'-7 400 400 365 330 301 251 229 211 1g4 180 167 156 145 136 122 � 39 PSF 1.SVL17 7'-8 10'-0 10'-4 400 400 366 331 302 277 230 211 195 180 168 156 146 136 128 1.SVL16 8'-2 10'-6 10'-10 400 400 365 330 301 276 255 211 194 180 167 155 145 136 127 � � 1.SVL22 4'-8 6'-3 6'-4 392 345 307 275 248 225 205 188 173 159 147 137 127 118 170 , 41/2" 1.5VL21 5'-2 6'-11 7'-0 400 364 324 290 262 238 217 199 183 169 157 145 135 126 117 E : 15VL20 5'-6 7'-5 7'-6 400 400 338 303 274 249 227 208 192 177 164 152 142 132 123 ` ,o�` ' (1=3") 1.5VL19 6'-2 8'•3 8'-4 400 400 393 328 296 269 246 226 208 193 179 166 155 145 135 � i.5VL18 6'-8 8'-11 9'-2 400 400 400 378 315 287 262 241 222 206 191 178 166 155 145 � 45 PSF 1.5VL17 7'•3 9'-6 9'-10 400 400 400 378 345 287 263 241 223 206 191 178 166 155 146 � 1.5VL16 7'-9 10'-0 10'-4 400 400 400 377 344 315 262 240 222 205 190 177 165 155 145 1.SVL22 4'-6 6'-0 6'-1 400 391 347 311 280 254 232 213 195 180 167 155 143 133 124 5" 1.5VL21 4'•11 6'-8 6'-9 400 400 366 328 297 269 246 225 207 191 177 164 153 142 133 � 1.SVL20 5'-3 7'-1 7'-2 400 400 382 343 310 281 257 236 217 200 186 172 160 150 140 (t=31/2") 1.SVL19 5'•10 7'-11 8'-0 400 400 400 370 335 304 278 255 235 218 202 188 175 163 153 1.5VL18 6'-4 8'•7 8'-9 400 400 400 394 356 324 297 272 251 233 216 201 1g7 175 �sq � 51 PSF 1.SVL17 6'•11 9'-1 9'-5 400 400 400 400 357 325 297 273 251 233 216 201 188 176 164 1.SVL16 7'-4 9'-7 9'-10 400 400 400 400 388 323 295 271 250 232 215 200 187 �75 �gq 1.SVL22 4'-4 5'-9 5'-10 400 400 388 348 374 285 260 238 219 202 187 173 160 149 139 � 5��2� �.5�L2� 4'-9 6'•5 6'-6 400 400 400 367 332 301 275 252 232 214 198 184 171 159 148 1.SV1.20 5'-1 6'-10 6'•11 400 400 400 383 346 315 287 263 243 224 208 193 179 167 156 � (t=4") 1.5VL19 5'-7 7'-7 7'-8 400 400 400 400 374 340 311 286 263 243 226 210 196 183 171 1.5VL18 6'•1 8'-3 8'-4 400 400 400 400 399 363 332 305 281 260 247 225 210 196 183 ��rr 57 PSF 1.SVL17 6'-7 8'-9 9'-0 400 400 400 400 399 363 332 305 281 260 242 225 210 196 184 ` 1.5VL16 7'-1 9'-2 g'•6 400 400 400 400 400 361 330 303 279 259 240 224 209 195 183 1.SVL22 4'-2 5'-7 5'-8 400 400 400 385 347 315 288 263 242 223 207 191 17g 165 154 6" 1.5VL21 4'-T 6'•2 6'•3 400 400 400 400 367 334 304 279 257 237 220 204 18g 17g �gq 1.5VL20 4'-10 6'-7 6'-8 400 400 400 400 383 348 318 292 269 248 230 214 199 185 173 � (t=41/2") 1.SVL19 5'-5 7'-4 7'-5 400 400 400 400 400 377 344 316 291 270 250 233 217 pp2 �gg 1.SVL18 5'-10 7'-11 8'-1 400 400 400 400 400 400 367 337 311 288 267 249 232 217 203 � 63 PSF 1.5VL17 6'-4 8'-5 8'-8 400 400 400 400 400 400 367 337 311 288 267 24g 29p p17 ppq 1.5VL16 6'-9 8'-10 9'-2 400 400 400 400 400 399 365 335 309 286 266 248 231 216 202 Notes: 1. Minimum exterior bearing length required is 1.5 inches.Minimum interior bearing length required is 3.0 inches. � If these minimum lengths are not provided,web crippling must be checked. 2. Always contact Vulcraft when using loads in excess of 200 psf. Such loads often result from concentrated,dynamic,or long term toad cases � for which reductions due to bond breakage,concrete creep,etc.should be evaluated. 3. All fire rated assemblies are subject to an upper live load limit of 250 psf. 4. Inquire about material availability oi 17,1 g&21 gage. � � 42 � � . . .... � . . . .,. .... . .':=A�*�s��' -.