ex-120 load table 8 thick 1.0 strand cover · dead load weight of slab = 62.8 psf dead load weight...

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Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project. EX-120 Load Table 8" Thick 1.0" Strand Cover No Structural Topping 2" Bonded Structural Topping Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings Unrestrained 1 hours Restrained 1 1/2 hours* Restrained 3 hours* Section Properties Section Properties A = 218 in² Yt = 3.92 in b = 11.19 in A = 278.5 in² Yt = 4.88 in b = 11.19 in I = 1697 in⁴ Yb = 4.08 in wt = 62.8 psf I = 2826 in⁴ Yb = 5.12 in wt = 87.8 psf fMn ft-k/ft 19.71 26.19 36.85 fMn ft-k/ft 24.85 32.65 45.05 Series 1.0CA- 1.0CA- 1.0CA- Series 1.0CA- 1.0CA- 1.0CA- 8607 8707 8807 8607T 8707T 8807T Span in Feet Allowable Superimposed Load In lbs/ft 2 Span in Feet Allowable Superimposed Load In lbs/ft 2 12 542 547 12 595 593 13 494 499 13 544 542 14 436 458 14 500 498 15 387 423 412 15 463 461 459 16 338 383 382 16 419 428 426 17 294 345 356 17 364 399 397 18 257 312 333 18 317 373 371 19 226 282 312 19 278 350 348 20 199 258 294 20 245 324 328 21 176 237 272 21 216 297 309 22 156 217 249 22 191 271 292 23 139 200 230 23 169 243 276 24 124 180 212 24 150 217 262 25 110 162 201 25 195 249 26 99 146 189 26 176 234 27 88 132 175 27 158 215 28 78 120 162 28 142 198 29 70 108 150 29 184 30 98 140 30 173 31 89 133 31 160 32 81 124 32 147 33 73 117 34 111 35 103 36 95 37 87 38 80 38 80 Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019 Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com Strands Stressed to 61% *Limited by heat transmission requirements of ASTM E-119

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Page 1: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table8" Thick

1.0" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf

IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings Unrestrained 1 hours

Restrained 1 1/2 hours* Restrained 3 hours*

Section Properties Section PropertiesA = 218 in² Yt = 3.92 in b = 11.19 in A = 278.5 in² Yt = 4.88 in b = 11.19 inI = 1697 in⁴ Yb = 4.08 in wt = 62.8 psf I = 2826 in⁴ Yb = 5.12 in wt = 87.8 psf

fMnft-k/ft

19.71 26.19 36.85 fMnft-k/ft

24.85 32.65 45.05

Series 1.0CA- 1.0CA- 1.0CA- Series 1.0CA- 1.0CA- 1.0CA-8607 8707 8807 8607T 8707T 8807T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

12 542 547 12 595 59313 494 499 13 544 54214 436 458 14 500 49815 387 423 412 15 463 461 45916 338 383 382 16 419 428 42617 294 345 356 17 364 399 39718 257 312 333 18 317 373 37119 226 282 312 19 278 350 34820 199 258 294 20 245 324 32821 176 237 272 21 216 297 30922 156 217 249 22 191 271 29223 139 200 230 23 169 243 27624 124 180 212 24 150 217 26225 110 162 201 25 195 24926 99 146 189 26 176 23427 88 132 175 27 158 21528 78 120 162 28 142 19829 70 108 150 29 18430 98 140 30 17331 89 133 31 16032 81 124 32 14733 73 11734 11135 10336 9537 87 38 8038 80

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 2: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table8" Thick

1.63" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf

IBC Fire Ratings Unrestrained 1 1/2 hours* IBC Fire Ratings Unrestrained 2 hours

Restrained 1 1/2 hours* Restrained 3 hours*

Section Properties Section PropertiesA = 218 in² Yt = 3.92 in b = 11.19 in A = 278.5 in² Yt = 4.88 in b = 11.19 inI = 1697 in⁴ Yb = 4.08 in wt = 62.8 psf I = 2826 in⁴ Yb = 5.12 in wt = 87.8 psf

fMnft-k/ft

17.82 23.62 33.11 fMnft-k/ft

22.95 30.09 41.31

Series 1.63CA- 1.63CA- 1.63CA- Series 1.63CA- 1.63CA- 1.63CA-8607 8707 8807 8607T 8707T 8807T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

12 508 515 12 548 54513 460 470 13 500 49814 403 431 14 460 45815 349 397 390 15 425 423 42116 301 353 362 16 382 392 39117 261 317 337 17 331 365 36418 228 287 315 18 288 342 34019 199 261 295 19 252 320 31920 175 237 273 20 221 296 29921 155 217 250 21 194 268 28222 137 197 231 22 171 245 26623 121 176 211 23 218 25224 107 158 196 24 195 23825 95 142 183 25 22426 84 127 172 26 20927 115 159 27 19228 103 147 28 17629 93 136 29 16630 12931 12032 11333 10534 96

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 3: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table8" Thick

2.13" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf

IBC Fire Ratings Unrestrained 1 1/2 hours* IBC Fire Ratings Unrestrained 3 hours

Restrained 1 1/2 hours* Restrained 3 hours*

Section Properties Section PropertiesA = 218 in² Yt = 3.92 in b = 11.19 in A = 278.5 in² Yt = 4.88 in b = 11.19 inI = 1697 in⁴ Yb = 4.08 in wt = 62.8 psf I = 2826 in⁴ Yb = 5.12 in wt = 87.8 psf

fMnft-k/ft

16.31 21.58 30.13 fMnft-k/ft

21.44 28.05 38.34

Series 2.13CA- 2.13CA- 2.13CA- Series 2.13CA- 2.13CA- 2.13CA-8607 8707 8807 8607T 8707T 8807T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

12 505 12 53413 435 471 13 488 48814 369 427 427 14 448 44815 315 377 391 15 410 41416 271 336 363 16 353 384 38417 235 302 338 17 305 357 35718 204 274 315 18 265 334 33419 179 250 286 19 231 308 31320 157 222 259 20 202 277 29421 138 197 237 21 252 27722 121 176 219 22 224 26123 157 200 23 24324 140 186 24 22525 125 172 25 20826 112 160 26 19127 14928 13929 13030 120

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 4: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table8" Thick

2.25" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf

IBC Fire Ratings Unrestrained 1 1/2 hours* IBC Fire Ratings Unrestrained 3 hours

Restrained 1 1/2 hours* Restrained 3 hours*

Section Properties Section PropertiesA = 218 in² Yt = 3.92 in b = 11.19 in A = 278.5 in² Yt = 4.88 in b = 11.19 inI = 1697 in⁴ Yb = 4.08 in wt = 62.8 psf I = 2826 in⁴ Yb = 5.12 in wt = 87.8 psf

fMnft-k/ft

15.95 21.09 29.42 fMnft-k/ft

21.08 27.56 38.34

Series 2.25CA- 2.25CA- 2.25CA- Series 2.25CA- 2.25CA- 2.25CA-8607 8707 8807 8607T 8707T 8807T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

12 500 517 12 534 53413 425 471 462 13 488 488 48814 360 424 424 14 448 448 44815 308 375 391 15 402 414 41416 265 335 363 16 346 384 38417 229 300 338 17 299 357 35718 199 269 310 18 259 334 33419 174 245 281 19 303 31320 152 216 257 20 277 29421 134 192 233 21 246 27722 171 215 22 26123 152 199 23 24324 136 182 24 22125 17026 15727 14828 13629 128

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 5: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table10" Thick

1.0" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 72.63 psf Dead Load Weight of Slab With Topping = 97.63 psf

IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings Unrestrained 1 hours

Restrained 2 hours* Restrained 4 hours

Section Properties Section PropertiesA = 252 in² Yt = 5.18 in b = 11.25 in A = 312.8 in² Yt = 6.02 in b = 11.25 inI = 3096 in⁴ Yb = 4.82 in wt = 72.63 psf I = 4918 in⁴ Yb = 5.98 in wt = 97.63 psf

fMnft-k/ft

29.59 38.97 48.17 55.17 67.63 fMnft-k/ft

35.38 46.13 56.33 64.30 78.19

Series 1.0CA- 1.0CA- 1.0CA- 1.0CA- 1.0CA- Series 1.0CA- 1.0CA- 1.0CA- 1.0CA- 1.0CA-10706 10708 10710 10808 10810 10706T 10708T 10710T 10808T 10810T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

14 602 14 62015 556 575 15 573 57416 497 534 531 16 533 533 53317 447 497 495 17 497 497 49718 402 452 463 18 465 466 46619 355 408 434 19 416 437 43720 315 373 408 20 369 412 41221 281 344 374 380 21 328 389 389 38722 251 315 345 360 22 292 368 368 36623 225 291 316 336 23 261 349 348 34724 202 272 294 310 24 234 327 331 33025 182 250 271 288 25 210 296 315 31426 164 234 254 269 26 188 268 300 29927 148 213 236 250 27 169 243 283 28528 134 194 222 235 28 152 221 266 27229 121 177 207 219 244 29 201 247 260 26030 110 162 197 206 227 30 183 233 247 24931 99 148 183 194 215 31 167 217 230 23932 90 136 174 181 205 32 152 202 216 22933 81 124 164 173 196 33 185 204 22034 114 154 163 184 34 170 190 21135 104 142 154 173 35 157 183 20336 96 131 147 163 36 171 19137 88 121 138 153 37 161 17938 112 131 144 38 16839 103 126 136 39 15840 96 118 129 40 15141 109 123 41 13942 102 118 42 12843 95 11244 10645 99

46 93

47 86

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

NOT USEDNOT USED

Page 6: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table10" Thick

1.63" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 72.63 psf Dead Load Weight of Slab With Topping = 97.63 psf

IBC Fire Ratings Unrestrained 2 hours IBC Fire Ratings Unrestrained 2 hours

Restrained 2 hours* Restrained 4 hours

Section Properties Section PropertiesA = 252 in² Yt = 5.18 in b = 11.25 in A = 312.8 in² Yt = 6.02 in b = 11.25 inI = 3096 in⁴ Yb = 4.82 in wt = 72.63 psf I = 4918 in⁴ Yb = 5.98 in wt = 97.63 psf

fMnft-k/ft

27.39 35.75 43.91 51.21 63.13 fMnft-k/ft

33.18 41.56 49.36 64.12 81.19

Series 1.63CA- 1.63CA- 1.63CA- 1.63CA- 1.63CA- Series 1.63CA- 1.63CA- 1.63CA- 1.63CA- 1.63CA-10706 10708 10710 10808 10810 10706T 10708T 10710T 10808T 10810T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

14 556 14 57915 513 532 15 536 53616 464 494 511 508 16 498 498 498 49617 417 453 476 473 492 17 464 464 464 462 47318 368 409 439 443 460 18 434 434 434 433 44219 325 372 398 415 432 19 386 407 407 406 41420 288 337 363 391 407 20 341 383 383 382 38821 256 309 333 358 384 21 303 362 362 360 36622 228 286 304 329 354 22 269 342 342 341 34123 204 262 281 301 327 23 240 319 324 323 32324 183 243 260 279 300 24 215 287 307 306 30625 164 227 241 258 279 25 192 259 290 291 29126 148 210 225 240 258 26 234 271 277 27727 133 191 209 224 241 27 212 251 264 26428 120 173 196 209 224 28 234 250 25229 108 158 183 195 210 29 218 235 24130 144 172 184 196 30 218 23031 131 161 171 185 31 206 22032 120 151 163 176 32 191 20833 144 152 168 33 19834 144 158 34 18535 136 14836 128 13837 122 13038 12339 118

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 7: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table10" Thick

2.13" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 72.63 psf Dead Load Weight of Slab With Topping = 97.63 psf

IBC Fire Ratings Unrestrained 2 hours* IBC Fire Ratings Unrestrained 3 hours

Restrained 2 hours* Restrained 4 hours

Section Properties Section PropertiesA = 252 in² Yt = 5.18 in b = 11.25 in A = 312.8 in² Yt = 6.02 in b = 11.25 inI = 3096 in⁴ Yb = 4.82 in wt = 72.63 psf I = 4918 in⁴ Yb = 5.98 in wt = 97.63 psf

fMnft-k/ft

25.64 32.42 41.00 47.81 58.90 fMnft-k/ft

31.43 39.23 46.43 60.73 76.96

Series 2.13CA- 2.13CA- 2.13CA- 2.13CA- 2.13CA- Series 2.13CA- 2.13CA- 2.13CA- 2.13CA- 2.13CA-10706 10708 10710 10808 10810 10706T 10708T 10710T 10808T 10810T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

14 545 14 54715 501 522 541 15 506 506 52316 446 483 502 501 16 469 469 483 48317 389 433 463 467 486 17 438 438 445 448 46718 341 390 417 437 455 18 409 409 409 418 43619 300 353 379 409 427 19 362 384 384 391 40820 266 322 346 372 401 20 319 361 361 359 38321 236 297 314 341 366 21 283 340 340 339 34822 210 270 290 311 336 22 251 321 321 320 32023 188 251 268 287 308 23 224 297 304 303 30324 168 233 246 266 285 24 199 267 288 287 28725 150 213 230 245 265 25 240 271 273 27326 135 192 212 230 244 26 250 260 26027 121 175 199 212 229 27 247 24728 109 158 184 200 212 28 233 23629 175 185 200 29 22530 162 175 186 30 21531 163 17632 154 16433 145 15634 14635 137

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 8: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table10" Thick

2.25" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 72.63 psf Dead Load Weight of Slab With Topping = 97.63 psf

IBC Fire Ratings Unrestrained 2 hours* IBC Fire Ratings Unrestrained 3 hours

Restrained 2 hours* Restrained 4 hours

Section Properties Section PropertiesA = 252 in² Yt = 5.18 in b = 11.25 in A = 312.8 in² Yt = 6.02 in b = 11.25 inI = 3096 in⁴ Yb = 4.82 in wt = 72.63 psf I = 4918 in⁴ Yb = 5.98 in wt = 97.63 psf

fMnft-k/ft

25.22 32.85 40.29 46.99 57.86 fMnft-k/ft

31.01 38.66 45.71 59.90 75.94

Series 2.25CA- 2.25CA- 2.25CA- 2.25CA- 2.25CA- Series 2.25CA- 2.25CA- 2.25CA- 2.25CA- 2.25CA-10706 10708 10710 10808 10810 10706T 10708T 10710T 10808T 10810T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

14 545 14 54415 496 523 541 15 503 504 52316 438 477 502 502 16 467 467 484 48317 382 428 457 467 486 17 435 435 439 449 46818 335 387 412 437 455 18 405 407 407 418 43619 295 350 374 403 427 19 356 381 381 385 40920 261 318 341 367 396 20 314 359 359 359 37821 231 293 312 336 361 21 278 338 338 338 34322 206 270 286 309 331 22 247 318 319 319 31923 184 247 265 283 305 23 220 292 302 302 30224 164 230 243 263 281 24 262 287 287 28725 147 208 227 242 261 25 268 272 27226 188 211 226 241 26 259 25927 171 196 210 225 27 246 24728 184 197 210 28 231 23529 183 196 29 22530 173 18431 161 17332 153 16133 154

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 9: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table12" Thick

1.0" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 90.5 psf Dead Load Weight of Slab With Topping = 115.5 psf

IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings Unrestrained 1 hours

Restrained 3 hours* Restrained 4 hours

Section Properties Section PropertiesA = 314 in² Yt = 5.932 in b = 17.0 in A = 375 in² Yt = 6.85 in b = 17.0 inI = 5262 in⁴ Yb = 6.068 in wt = 90.5 psf I = 7637 in⁴ Yb = 7.15 in wt = 115.5 psf

fMnft-k/ft

36.58 48.29 59.75 68.72 84.61 fMnft-k/ft

42.32 55.46 68.02 77.86 95.17

Series 1.0CA- 1.0CA- 1.0CA- 1.0CA- 1.0CA- Series 1.0CA- 1.0CA- 1.0CA- 1.0CA- 1.0CA-12706 12708 12710 12808 12810 12706T 12708T 12710T 12808T 12810T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

18 496 18 56619 439 601 19 499 62820 389 536 20 442 57121 347 479 583 21 393 531 56522 310 431 545 569 22 350 486 527 55023 278 388 497 525 23 313 437 485 50724 249 351 451 494 24 281 395 455 47725 225 318 410 457 25 252 357 423 44026 202 289 374 434 462 26 226 323 398 417 44427 183 263 342 403 434 27 203 294 371 386 41528 165 240 313 370 409 28 183 267 347 367 39229 149 219 287 341 384 29 165 243 318 343 36530 135 200 264 314 366 30 148 221 291 324 34931 122 183 243 290 344 31 202 267 309 32732 111 168 224 268 329 32 184 245 289 31033 100 154 206 248 308 33 168 226 271 29534 90 141 190 229 286 34 153 207 250 27735 129 176 212 266 35 191 231 26536 118 162 197 247 36 176 214 25437 108 150 183 230 37 162 198 23938 99 139 170 214 38 149 183 22839 91 128 158 200 39 169 21840 119 147 186 40 157 20141 110 136 174 41 145 18642 101 127 162 42 17243 94 118 152 43 15844 109 141 44 14645 102 132 45 13446 94 12347 11548 10749 100

50 93

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 10: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table12" Thick

1.63" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 90.5 psf Dead Load Weight of Slab With Topping = 115.5 psf

IBC Fire Ratings Unrestrained 2 hours IBC Fire Ratings Unrestrained 2 hours

Restrained 3 hours* Restrained 4 hours

Section Properties Section PropertiesA = 314 in² Yt = 5.932 in b = 17.0 in A = 375 in² Yt = 6.85 in b = 17.0 inI = 5262 in⁴ Yb = 6.068 in wt = 90.5 psf I = 7637 in⁴ Yb = 7.15 in wt = 115.5 psf

fMnft-k/ft

34.38 45.35 56.16 64.46 79.26 fMnft-k/ft

40.12 52.53 64.35 73.60 89.83

Series 1.63CA- 1.63CA- 1.63CA- 1.63CA- 1.63CA- Series 1.63CA- 1.63CA- 1.63CA- 1.63CA- 1.63CA-12706 12708 12710 12808 12810 12706T 12708T 12710T 12808T 12810T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

15 696 15 79516 603 16 69717 527 717 17 607 70918 462 632 18 532 64719 408 560 653 19 469 586 63420 362 499 594 20 415 538 57621 322 446 551 579 21 368 501 533 56122 287 400 512 531 22 328 456 495 51323 257 361 463 496 533 23 292 410 455 478 51624 230 326 419 463 500 24 261 369 428 444 48225 207 295 381 431 462 25 234 333 394 414 44526 186 267 347 407 437 26 210 302 374 388 41927 168 243 317 374 406 27 188 273 346 363 38828 151 221 290 343 386 28 169 248 324 340 36929 136 202 266 315 360 29 152 226 296 322 34330 123 184 244 290 343 30 205 271 300 32431 111 168 224 267 324 31 187 248 287 30632 153 206 247 305 32 170 227 269 28733 140 190 228 293 33 209 251 27534 128 175 211 272 34 192 232 25935 117 161 195 252 35 176 214 24436 107 149 181 234 36 162 197 23537 137 167 218 37 182 22238 126 155 202 38 168 20939 117 144 188 39 20240 107 133 175 40 18741 124 163 41 17242 115 152 42 15843 106 14144 13245 12246 114

47 106

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 11: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table12" Thick

2.13" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 90.5 psf Dead Load Weight of Slab With Topping = 115.5 psf

IBC Fire Ratings Unrestrained 3 hours IBC Fire Ratings Unrestrained 3 hours

Restrained 3 hours* Restrained 4 hours

Section Properties Section PropertiesA = 314 in² Yt = 5.932 in b = 17.0 in A = 375 in² Yt = 6.85 in b = 17.0 inI = 5262 in⁴ Yb = 6.068 in wt = 90.5 psf I = 7637 in⁴ Yb = 7.15 in wt = 115.5 psf

fMnft-k/ft

32.63 43.02 56.16 64.46 75.02 fMnft-k/ft

38.37 50.20 61.44 70.22 85.59

Series 2.13CA- 2.13CA- 2.13CA- 2.13CA- 2.13CA- Series 2.13CA- 2.13CA- 2.13CA- 2.13CA- 2.13CA-12706 12708 12710 12808 12810 12706T 12708T 12710T 12808T 12810T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

15 657 15 75716 569 16 66317 496 676 17 577 67518 435 596 18 505 61219 384 528 618 19 445 554 59920 340 470 565 20 393 512 54721 302 420 524 550 21 348 474 506 53222 269 376 482 504 545 22 310 432 466 487 52823 240 339 435 472 508 23 276 388 431 454 49024 215 305 394 437 473 24 246 349 404 418 45425 193 276 358 410 440 25 220 315 373 392 42226 173 250 326 383 414 26 197 284 352 364 39527 156 227 297 351 385 27 257 327 343 36828 140 206 272 321 365 28 233 305 340 34629 126 188 248 295 342 29 212 279 319 32430 113 171 228 271 323 30 192 255 303 30431 156 209 250 306 31 233 282 28932 142 192 230 287 32 213 269 27033 129 176 212 276 33 195 253 25834 118 162 196 257 34 236 24335 149 181 238 35 217 22836 137 168 221 36 200 21937 126 155 206 37 20838 116 143 192 38 19639 133 178 39 18740 123 16641 15442 14343 13344 123

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119

Page 12: EX-120 Load Table 8 Thick 1.0 Strand Cover · Dead Load Weight of Slab = 62.8 psf Dead Load Weight of Slab With Topping = 87.8 psf IBC Fire Ratings Unrestrained 1 hours IBC Fire Ratings

Load tables are presented as guidelines only. Design requirements must be reviewed by the engineer of record for each specific project.

EX-120 Load Table12" Thick

2.25" Strand Cover

No Structural Topping 2" Bonded Structural ToppingDead Load Weight of Slab = 90.5 psf Dead Load Weight of Slab With Topping = 115.5 psf

IBC Fire Ratings Unrestrained 3 hours IBC Fire Ratings Unrestrained 3 hours

Restrained 3 hours* Restrained 4 hours

Section Properties Section PropertiesA = 314 in² Yt = 5.932 in b = 17.0 in A = 375 in² Yt = 6.85 in b = 17.0 inI = 5262 in⁴ Yb = 6.068 in wt = 90.5 psf I = 7637 in⁴ Yb = 7.15 in wt = 115.5 psf

fMnft-k/ft

32.21 42.46 52.54 60.26 74.00 fMnft-k/ft

37.95 49.64 60.74 69.41 84.58

Series 2.25CA- 2.25CA- 2.25CA- 2.25CA- 2.25CA- Series 2.25CA- 2.25CA- 2.25CA- 2.25CA- 2.25CA-12706 12708 12710 12808 12810 12706T 12708T 12710T 12808T 12810T

Span inFeet Allowable Superimposed Load In lbs/ft2 Span in

Feet Allowable Superimposed Load In lbs/ft2

15 648 15 75016 561 16 65417 489 667 17 570 66818 429 587 18 499 60819 378 520 614 19 439 550 59520 335 463 560 20 388 507 54121 297 413 519 546 21 344 471 501 52822 265 371 475 501 543 22 305 426 463 482 52423 236 333 429 467 503 23 272 382 427 449 48524 212 301 388 436 471 24 243 344 401 417 45325 190 272 352 406 436 25 217 310 369 388 41826 170 246 321 378 411 26 194 280 349 363 39327 153 223 292 345 382 27 254 323 339 36428 137 203 267 316 363 28 230 301 318 34529 184 244 290 338 29 208 274 300 32130 168 224 267 322 30 251 280 30331 153 205 245 303 31 229 268 28632 139 189 226 286 32 210 250 26833 127 173 209 272 33 232 25734 159 193 252 34 213 24035 146 178 234 35 197 22736 135 164 218 36 21937 152 202 37 20538 141 188 38 19439 130 175 39 18740 16341 15142 14143 130

Concrete Strength: 9,000 psi at 28 days Camber 1"-1 1/2" Issued: 3/11/2019Prestress Strands: 3/8", 7/16", 1/2" special, 270 ksi Lo-Lax Camber > 1 1/2" ©Spancrete www.spancrete.com

Strands Stressed to 61%

*Limited by heat transmission requirements of ASTM E-119