CPAC Hollow Table)

Embed Size (px)

Citation preview

HC.60x300S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

139 488 2.91 112

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 60x300 mm. SLAB WEIGHT 208 KG./M2 4 . 6 . 4 . 25 . 4 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 25 CM. ( / ) () (PC WIRES)2.00 3 4 MM. 1584 1584 2058 2058 2355 2355 2.25 1215 1215 1590 1590 1825 1825

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)2.50 952 952 1255 1255 1445 1445 2.75 756 729 1007 998 1165 1165 3.00 608 530 819 750 951 912 3.25 493 376 672 569 785 701 556 420 653 534 440 299 540 399 429 288 338 261 342 260 3.50 394 3.75 295 4.00 4.25 4.50

4 4 MM.

3 5 MM.

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.60x600S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

258 1018 2.96 108

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 60x600 mm. SLAB WEIGHT 204 KG./M2 4 . 6 . 4 . 25 . 4 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 25 CM. ( / ) () (PC WIRES)2.50 6 4 MM. 958 959 1262 1262 1452 1453 2.75 761 762 1014 1015 1172 1172

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.00 566 566 792 792 947 947 3.25 499 415 679 607 792 740 3.50 408 295 563 461 660 575 466 342 553 441 369 150 456 332 366 290 226 289 212 3.75 321 4.00 242 4.25 4.50 4.75 5.50

8 4 MM.

6 5 MM.

(Clear Span_m.) 3.00 m.

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.80x300S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

167 1111 3.92 133.60

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 80x300 mm. SLAB WEIGHT 205.6 KG./M2 3 . 6 . 4 . 20 . 3 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)2.00 24 25 44 45 1222 1901 2383 3450 2.25 930 1466 1847 2690 2.50 721 1155 1464 2146

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)2.75 566 925 1180 1744 3.00 448 750 964 1438 3.25 357 614 796 1201 3.50 284 506 663 1012 3.75 226 419 556 859 4.00 175 336 462 735 257 369 631 192 291 545 225 454 375 307 249 4.25 4.50 4.75 5.00 5.25 5.50

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.80x600S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

353 2338 3.97 141

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 80x600 mm. SLAB WEIGHT 261 KG./M2 5 . 6 . 5 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 5 MM. SPACING 20 CM. ( / ) () (PC WIRES)2.50 44 64 84 65 85 884 1377 1833 2127 2740 2.75 693 1100 1478 1721 2227

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.00 548 890 1207 1411 1837 3.25 435 726 997 1171 1533 3.50 340 591 829 980 1292 3.75 220 438 657 807 1098 313 505 637 937 209 379 496 762 274 378 616 186 279 492 194 386 294 216 4.00 4.25 4.50 4.75 5.00 5.25 5.50

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

CROSS-SECTION AREA

440 5078 5.62 176

CM CM KG./M

2 4

HC.100x600S A F E S U P E R I M P O S E D S E R V I C ENO Topping

MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 100x600 mm. SLAB WEIGHT 176 KG./M2 ( / ) () (PC WIRES)3.00 44 64 84 65 85 386 628 854 1040 1310 3.25 308 513 706 831 1095 3.50 245 423 589 697 924

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.75 195 350 494 588 786 4.00 154 290 417 499 674 240 353 426 580 198 299 364 502 163 253 312 435 215 267 379 181 229 330 152 196 288 167 251 219 190 165 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.75 7.00

CPAC HOLLOW CORE SLAB HC. 100x600 mm. SLAB WEIGHT 296 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.00 44 64 84 65 85 629 1025 1396 1637 2144 3.25 500 837 1153 1358 1790 3.50 397 688 961 1138 1510

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.75 315 568 805 960 1284 4.00 247 470 678 814 1099 4.25 191 380 564 690 946 282 446 559 816 199 347 448 679 262 353 561 180 272 461 194 373 297 220 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.75 7.00

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.100x1200S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

777 10692 5.16 155

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 100x1200 mm. SLAB WEIGHT 155 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.00 84 10 4 12 4 14 4 10 5 12 5 14 5 407 532 654 772 865 1039 1204 3.25 328 435 538 639 718 866 1007 3.50 265 357 446 533 602 729 851

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.75 215 295 372 448 508 619 725 4.00 173 243 312 378 431 528 621 201 261 320 367 453 536 165 219 272 314 390 464 184 231 268 337 403 153 196 229 292 352 166 196 253 307 167 219 268 190 235 164 205 179 156 4.25 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

5 4 . . . 20. 6 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.00 84 10 4 12 4 14 4 10 5 12 5 14 5 653 858 1058 1251 1404 1689 1961 3.25 523 698 868 1033 1163 1406 1637 3.50 420 571 717 859 972 1181 1380

CPAC HOLLOW CORE SLAB HC. 100x1200 mm. SLAB WEIGHT 275 KG./M2

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.75 337 468 595 719 817 999 1173 4.00 268 384 496 605 691 851 1004 4.25 212 314 413 509 583 727 863 4.50 151 233 315 397 464 593 721 156 229 303 363 478 594 156 223 277 381 485 154 203 297 392 225 310 161 240 178 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.120x600S A F E S U P E R I M P O S E D S E R V I C ENO Topping

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

478 7619 6 191

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 120x600 mm. SLAB WEIGHT 191 KG./M2 ( / ) () (PC WIRES)3.00 44 64 84 65 85 520 833 1131 1327 1747 3.25 419 687 941 1108 1466 3.50 340 570 789 933 1242

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.75 276 477 667 793 1062 4.00 223 400 567 678 914 4.25 180 336 485 582 792 4.50 143 283 415 502 689 4.75 113 238 357 435 602 5.00 86 199 306 377 528 166 263 327 465 226 284 409 193 247 361 214 319 185 281 248 219 192 5.25 5.50 5.75 6.00 6.25 6.50 6.75 7.00

CPAC HOLLOW CORE SLAB HC. 120x600 mm. SLAB WEIGHT 311 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.00 44 64 84 65 85 762 1230 1673 1963 2580 3.25 611 1010 1387 1634 2160 3.50 491 836 1161 1374 1827

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.75 395 695 978 1163 1558 4.00 316 579 828 991 1338 4.25 250 484 704 849 1156 4.50 196 404 601 729 1004 4.75 150 336 513 628 874 273 427 534 764 197 337 434 653 259 347 547 191 271 454 205 373 301 238 181 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.75 7.00

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.120x1200S A F E S U P E R I M P O S E D S E R V I C ENO Topping

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

947 15445 6.02 189.31

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 120x1200 mm. SLAB WEIGHT 189.31 KG./M2 ( / ) () (PC WIRES)3.00 84 10 4 12 4 14 4 10 5 12 5 14 5 525 686 844 998 1121 1350 1572 3.25 425 562 696 827 932 1128 1317 3.50 345 463 579 692 782 951 1114

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.75 280 383 484 583 661 808 950 4.00 227 318 407 493 562 691 816 4.25 184 264 342 419 480 595 705 218 289 357 412 514 612 180 243 304 353 445 533 204 260 304 386 466 171 221 261 336 408 187 224 292 358 158 192 254 314 163 221 276 191 242 165 212 185 161 4.50 4.75 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.75 7.00

CPAC HOLLOW CORE SLAB HC. 120x1200 mm. SLAB WEIGHT 309.31 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.00 84 10 4 12 4 14 4 10 5 12 5 14 5 771 1013 1248 1478 1660 2008 2328 3.25 620 825 1026 1221 1377 1667 1946 3.50 499 676 849 1018 1152 1402 1643

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.75 402 556 707 854 971 1189 1398 4.00 322 458 591 720 822 1014 1198 4.25 257 377 494 609 699 869 1032 4.50 201 309 413 515 596 748 893 4.75 155 251 345 436 509 645 776 202 286 369 435 557 675 158 228 298 355 465 575 161 225 277 376 476 160 208 299 391 231 315 172 249 190 5.00 5.25 5.50 5.75 6.00 6.25 6.50 6.75 7.00

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.150x600S A F E S U P E R I M P O S E D S E R V I C ENO Topping

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

553 13802 7.21 221

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 150x600 mm. SLAB WEIGHT 221 KG./M2 ( / ) () (PC WIRES)3.00 44 64 84 65 852 3/8+4 5

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.50 476 786 1085 1284 1715 2097 4.00 322 559 788 940 1271 1592 4.50 216 404 584 705 966 1219 292 439 536 748 953 210 331 411 586 756 147 249 317 464 606 185 243 368 490 184 292 397 231 322 181 257 202 157 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00

714 1136 1543 1813 2401 2497

CPAC HOLLOW CORE SLAB HC. 150x600 mm. SLAB WEIGHT 341 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.00 44 64 84 65 852 3/8+4 5

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.50 628 1052 1457 1724 2300 2851 4.00 415 739 1049 1254 1695 2117 4.50 269 525 770 932 1280 1614 5.00 164 372 570 701 983 1253 258 422 531 764 987 172 310 401 597 784 185 262 436 616 150 300 456 191 336 220 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00

956 1533 2084 2448 3232 3872

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.150x1200S A F E S U P E R I M P O S E D S E R V I C ENO Topping

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

911 26284 7.56 182

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 150x1200 mm. SLAB WEIGHT 182 KG./M2 ( / ) () (PC WIRES)3.00 4 3/8 5 3/8 6 3/8 7 3/8 9 3/8 1522 1522 1522 1522 1522 3.50 1250 1273 1273 1273 1273 4.00 922 1088 1088 1088 1088

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 697 887 946 946 946 5.00 536 690 833 833 833 5.50 417 544 666 741 741 6.00 326 433 535 633 665 6.50 256 347 434 517 601 7.00 200 278 354 425 546 7.50 155 223 289 351 468 178 236 291 393 191 240 331 155 198 279 162 235 198 165 8.00 8.50 9.00 9.50 10.00 10.50 11.00

CPAC HOLLOW CORE SLAB HC. 150x1200 mm. SLAB WEIGHT 302 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.004 3/8 5 3/8 6 3/8 7 3/8 9 3/8

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.50 1705 2135 2470 2470 2470 4.00 1247 1576 1889 2112 2112 4.50 933 1193 1440 1674 1838 5.00 709 919 1119 1309 1620 5.50 543 717 882 1038 1327 6.00 416 562 701 1038 1076 6.50 301 424 548 833 880 7.00 196 303 409 672 724 204 297 516 576 206 390 451 287 347 202 260 186 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00

2411 2956 2956 2956 2956

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.150x1200S A F E S U P E R I M P O S E D S E R V I C ENO Topping

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

1070 28411 7.49 214.1

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 150x1200 mm. SLAB WEIGHT 214.1 KG./M2 ( / ) () (PC WIRES)3.00 65 85 10 5 12 5 14 5 16 5 18 5 20 5 22 5 24 5 872 1,203 1,526 1,841 2,038 2,038 2,038 2,038 2,038 2,038 3.50 594 837 1,074 1,305 1,530 1,707 1,707 1,707 1,707 1,707 4.00 413 600 781 958 1,130 1,298 1,462 1,462 1,462 1,462

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 289 437 580 720 856 988 1,117 1,242 1,274 1,274 5.00 201 320 436 549 660 767 871 973 1,071 1,124 5.50 135 234 330 423 514 603 689 773 855 934 168 249 328 404 479 551 621 690 757 186 253 318 382 443 503 562 619 194 250 305 358 410 460 509 195 243 289 334 378 421 233 272 311 348 221 255 288 238 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00

CPAC HOLLOW CORE SLAB HC. 150x1200 mm. SLAB WEIGHT 334.1 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.00 65 85 10 5 12 5 14 5 16 5 18 5 20 5 22 5 24 5 1,173 1,626 2,065 2,490 2,902 3,300 3,490 3,490 3,490 3,490 3.50 789 1,122 1,444 1,757 2,059 2,351 2,635 2,908 2,920 2,920 4.00 539 794 1,041 1,280 1,512 1,736 1,952 2,162 2,365 2,499

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 368 570 765 954 1,137 1,314 1,485 1,650 1,811 1,966 5.00 246 409 567 720 868 1,012 1,150 1,285 1,414 1,540 5.50 155 290 421 547 670 788 903 1,014 1,121 1,225 200 310 416 519 618 715 808 898 985 214 301 389 476 563 648 724 799 188 264 339 414 490 565 641 163 229 294 360 426 491 196 254 311 369 165 217 268 183 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.200x1200S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

1148 59557 10.23 230

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 200x1200 mm. SLAB WEIGHT 230 KG./M2NO Topping ( / ) () (PC WIRES)4.004 3/8 5 3/8 6 3/8 7 3/8 4 1/2 3 1/2+4 3/8 5 1/2+2 3/8 7 1/2

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 979 1249 1466 1466 1432 1432 1432 1432 5.00 757 976 1187 1294 1263 1263 1263 1263 5.50 593 773 948 1118 1102 1126 1126 1126 6.00 468 620 767 909 896 1013 1013 1013 6.50 371 500 625 746 736 917 917 917 7.00 294 405 513 618 608 835 836 836 7.50 231 329 423 514 505 703 736 736 8.00 181 266 349 429 421 595 699 699 214 287 358 352 505 579 651 170 236 299 293 430 512 590 192 249 244 367 440 511 155 206 202 313 379 442 169 165 266 326 384 226 280 333 190 241 288 158 205 249 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00

1289 1631 1684 1684 1645 1645 1645 1645

CPAC HOLLOW CORE SLAB HC. 200x1200 mm. SLAB WEIGHT 350 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)4.004 3/8 5 3/8 6 3/8 7 3/8 4 1/2 3 1/2+4 3/8 5 1/2+2 3/8 7 1/2

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 1215 1555 1880 2192 2165 2344 2344 2344 5.00 930 1204 1468 1721 1699 2067 2067 2067 5.50 178 945 1163 1373 1354 1800 1843 1843 6.00 558 748 932 1107 1092 1467 1658 1658 6.50 433 595 751 901 888 1207 1395 1502 7.00 333 474 608 737 726 1001 1163 1315 7.50 253 375 493 605 595 835 976 1109 8.00 188 292 394 495 486 699 823 939 204 294 384 376 581 696 799 210 290 283 466 583 682 211 205 369 474 578 286 380 475 215 300 386 153 231 309 170 242 183 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00

1614 2044 2456 2744 2695 2695 2695 2695

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.200x1200S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

1327 62143 9.935 265

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 200x1200 mm. SLAB WEIGHT 265 KG./M2NO Topping ( / ) () (PC WIRES)3.00 14 5 18 5 22 5 3019 3820 3820 3.50 2160 2774 3280 3293 3293 3293 3293 4.00 1602 2073 2522 2831 2831 2831 2831

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 1220 1592 1947 2291 2477 2477 2477 5.00 946 1248 1535 1814 2083 2196 2196 5.50 744 993 1231 1461 1684 1896 1968 6.00 590 799 999 1193 1380 1558 1644 6.50 471 649 819 984 1143 1295 1368 7.00 376 529 676 818 956 1087 1150 7.50 299 433 561 685 804 918 973 8.00 236 354 466 575 680 781 829 8.50 184 288 388 484 578 666 709 234 322 408 492 571 609 187 267 344 419 490 524 220 287 355 421 452 175 236 297 359 389 191 247 303 331 200 255 281 177 177 9.00 9.50 10.00 10.50 11.00 11.50 12.00

20 5 + 2 3/8" 3820 12 5 + 6 3/8" 3820 4 5 + 10 3/8" 3921 12 3/8" 3921

CPAC HOLLOW CORE SLAB HC. 200x1200 mm. SLAB WEIGHT 385 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.0014 5 18 5 22 5 20 5 + 2 3/8" 12 5 + 6 3/8" 4 5 + 10 3/8" 12 3/8"

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.50 2710 3481 4214 4586 4586 4586 4586 4.00 2001 2591 3152 3690 3932 3932 3932 4.50 1514 1981 2424 2849 3258 3432 3432 5.00 1166 1544 1903 2247 2579 2892 3037 5.50 909 1221 1518 1802 2076 2335 2459 6.00 713 975 1224 1464 1694 1911 2016 6.50 560 784 996 1200 1396 1582 1671 7.00 440 632 815 991 1160 1320 1397 7.50 342 510 669 822 970 1109 1176 8.00 243 391 540 684 814 936 995 8.50 152 283 415 547 682 793 845 193 310 428 548 669 719 221 327 435 543 597 241 339 436 485 167 256 344 388 184 264 304 9.00 9.50 10.00 10.50 11.00

3803 4853 5457 5477 5477 5477 5477

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.200x1200S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

1327 62143 9.935 265

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 200x1200 mm. SLAB WEIGHT 265 KG./M2NO Topping ( / ) () (PC WIRES)3.00 12 5 16 5 20 5 24 5 16 5 + 4 3/8" 8 5 + 8 3/8" 2586 3442 3820 3820 3820 3904 3.50 1842 2470 3071 3280 3293 3293 4.00 1359 1840 2300 2740 2831 2831

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 1028 1408 1771 2119 2459 2477 5.00 791 1099 1393 1674 1950 2196 5.50 616 870 1113 1346 1574 1791 6.00 482 696 901 1096 1287 1470 6.50 378 561 735 901 1065 1220 7.00 296 453 604 747 888 1022 7.50 230 367 497 623 745 862 8.00 175 296 411 521 628 731 237 339 436 532 623 188 279 365 450 532 228 305 382 455 184 254 321 389 205 267 328 219 275 229 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00

CPAC HOLLOW CORE SLAB HC. 200x1200 mm. SLAB WEIGHT 385 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.0012 5 16 5 20 5 24 5 16 5 + 4 3/8" 8 5 + 8 3/8" 3258 4335 5358 5457 5477 5477

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.502310 3101 3852 4566 4586 4586

4.001694 2300 2875 3421 3932 3932

4.501272 1750 2205 2637 3057 3432

5.00970 1357 1726 2075 2415 2738

5.50746 1067 1371 1660 1941 2207

6.00576 846 1101 1344 1580 1804

6.50444 674 892 1098 1299 1490

7.00339 537 725 903 1077 1241

7.50255 427 591 746 897 1040

8.00169 317 465 614 750 876

8.50

9.00

9.50

10.00

10.50

11.00

218 349 480 615 739 251 368 488 609 169 274 381 489 193 290 387 211 300 224

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.250x1200S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

1326 107781 12.89 265

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 250x1200 mm. SLAB WEIGHT 265 KG./M2NO Topping ( / ) () (PC WIRES)5.004 3/8 5 3/8 6 3/8 7 3/8 4 1/2 3 1/2+4 3/8 5 1/2+2 3/8 7 1/2

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)5.50 820 1064 1303 1536 1515 1547 1547 1547 6.00 654 859 1060 1255 1238 1393 1393 1393 6.50 525 700 871 1037 1022 1264 1264 1264 7.00 423 573 721 864 852 1154 1157 1157 7.50 340 471 600 725 714 988 1060 1060 8.00 272 388 501 611 601 842 977 977 8.50 216 319 419 516 507 721 851 905 9.00 169 261 350 437 429 620 736 841 212 291 370 363 534 638 738 170 242 312 306 460 554 645 199 263 257 397 482 565 162 220 215 343 420 495 183 178 295 366 434 253 318 381 216 276 334 238 292 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00

1038 1334 1622 1783 1733 1733 1733 1733

CPAC HOLLOW CORE SLAB HC. 250x1200 mm. SLAB WEIGHT 385 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)5.004 3/8 5 3/8 6 3/8 7 3/8 4 1/2 3 1/2+4 3/8 5 1/2+2 3/8 7 1/2

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)5.50 945 1236 1517 1789 1765 2282 2282 2282 6.00 743 988 1224 1453 1432 1927 2054 2054 6.50 587 795 996 1191 1173 1595 1847 1863 7.00 462 642 815 983 968 1332 1549 1700 7.50 362 518 669 816 802 1119 1308 1488 8.00 279 417 550 678 667 945 1111 1269 8.50 211 333 451 565 555 801 948 1088 9.00 154 263 368 469 460 680 812 936 203 298 389 381 578 696 808 224 306 299 487 597 698 156 231 224 395 504 604 166 160 315 414 513 246 336 427 185 268 351 207 284 154 225 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00

1210 1562 1902 2232 2202 2559 2559 2559

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.250x1200S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

1540 112390 12.427 308

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 250x1200 mm. SLAB WEIGHT 308 KG./M2NO Topping ( / ) () (PC WIRES)3.00 14 5 18 5 22 5 3.50 4.00

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00

3979 4939 4939

2856 3678 4198 4426 4426 4426 4426

2127 2757 3365 3802 3802 3802 3802

1628 2125 2605 3075 3325 3325 3325

1270 1673 2062 2442 2814 2948 2948

1006 1339 1660 1974 2282 2578 2643

804 1084 1354 1618 1877 2126 2247

648 886 1117 1341 1562 1774 1877

524 729 928 1121 1311 1494 1583

424 603 776 944 1110 1269 1347

342 499 651 799 944 1085 1153

274 413 548 679 808 932 992

217 341 461 578 693 804 857 280 388 493 596 695 743 228 325 420 513 603 646 183 271 357 440 520 560 225 301 374 446 483 184 249 316 382 415

20 5 + 2 3/8" 4939 12 5 + 6 3/8" 4973 4 5 + 10 3/8" 5277 12 3/8"

5277

CPAC HOLLOW CORE SLAB HC. 250x1200 mm. SLAB WEIGHT 428 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.0014 5 18 5 22 5

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.50 3406 4384 5322 5780 5780 5780 5780 4.00 2525 3274 3992 4689 4951 4951 4951 4.50 1921 2513 3080 3631 4166 4319 4319 5.00 1489 1968 2428 2874 3307 3722 3822 5.50 1169 1566 1945 2314 2672 3015 3180 6.00 926 1259 1578 1888 2189 2477 2616 6.50 737 1021 1293 1556 1813 2058 2177 7.00 587 832 1066 1293 1514 1726 1828 7.50 466 679 883 1081 1274 1458 1547 8.00 367 554 734 907 1077 1239 1317 8.50 285 451 610 764 913 1057 1126 9.00 216 364 506 643 777 905 966 9.50 141 270 400 531 661 776 831 187 304 422 542 662 716 221 328 437 546 601 247 346 446 495 176 267 358 404 10.00 10.50 11.00 11.50 12.00

4763 6094 6884

20 5 + 2 3/8" 6915 12 5 + 6 3/8" 6915 4 5 + 10 3/8" 6915 12 3/8"

6915

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.250x1200S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

1540 112390 12.427 308

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 250x1200 mm. SLAB WEIGHT 308 KG./M2NO Topping ( / ) () (PC WIRES)3.00 12 5 16 5 20 5 24 5 3405 4544 4939 4939 3.50 2434 3271 4079 4198 4426 4426 4.00 1804 2445 3063 3641 3802 3802

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)4.50 1372 1878 2367 2839 3307 3325 5.00 1063 1473 1869 2252 2630 2948 5.50 835 1174 1501 1817 2129 2431 6.00 661 946 1221 1486 1749 2002 6.50 526 768 1002 1229 1452 1669 7.00 418 627 829 1024 1217 1404 7.50 332 514 690 860 1028 1190 8.00 261 421 576 725 872 1015 8.50 202 344 481 613 744 870 279 401 520 636 749 225 334 440 545 646 178 277 373 467 558 228 314 400 480 185 264 337 410 216 282 349 174 234 295 9.00 9.50 10.00 10.50 11.00 11.50 12.00

16 5 + 4 3/8" 4939 8 5 + 8 3/8" 5169

CPAC HOLLOW CORE SLAB HC. 250x1200 mm. SLAB WEIGHT 428 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)3.0012 5 16 5 20 5 24 5 16 5 + 4 3/8" 8 5 + 8 3/8" 4076 5436 6740 6884 6915 6915

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)3.502901 3900 4858 5753 5780 5780

4.002139 2903 3637 4340 4951 4951

4.501616 2220 2800 3355 3901 4319

5.001242 1731 2201 2651 3093 3517

5.50965 1370 1757 2130 2495 2845

6.00755 1094 1420 1733 2040 2334

6.50591 880 1158 1425 1686 1937

7.00461 711 950 1180 1405 1621

7.50356 574 782 982 1179 1367

8.00270 461 645 821 993 1159

8.50199 368 531 687 839 986

9.00

9.50

10.00

10.50

11.00

11.50

12.00

291 435 574 711 841

205 335 465 597 719 245 362 482 602 274 383 492 198 297 396 222 313 239

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.

HC.300x1200S A F E S U P E R I M P O S E D S E R V I C E

CROSS-SECTION AREA MOMENT OF INERTIA CENTROID FROM BOTTOM SLAB SELF WEIGHT

1720 196236 15.53 344

CM CM KG./M

2 4

CM.2

L O A D T A B L E

CPAC HOLLOW CORE SLAB HC. 300x1200 mm. SLAB WEIGHT 344 KG./M2NO Topping ( / ) () (PC WIRES)5 3/8 6 3/8 7 3/8 4 1/2

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.5.0 14.00 14.50 15.00 1656 1319 1063 864 706 578 741 474 617 757 744 387 514 638 627 902 315 428 539 529 774 924 254 355 454 445 665 800 201 293 382 374 573 694 812 239 320 313 493 603 710 984 193 267 260 424 525 622 872 951 220 214 364 456 545 773 859 173 311 395 477 687 766 264 342 418 611 684 223 295 365 544 611 186 253 318 483 546 215 275 430 487 234 380 435 196 310 310

2022 1622 1317 1080 893

2381 1918 1567 1293 1076 900 2348 1892 1544 1274 1059 886

3 1/2+4 3/8 2493 2297 2071 1743 1464 1239 1054

5 1/2+2 3/8 2493 2297 2071 1881 1712 1455 1244 1070 7 1/2

2550 2297 2071 1881 1719 1580 1429 1233 1070 931

5 3/5+2 1/2 2528 2257 2035 1848 1689 1552 1432 1328 1235 1153 1079 7 3/5

2528 2257 2035 1848 1689 1552 1432 1328 1235 1153 1079 1012

CPAC HOLLOW CORE SLAB HC. 300x1200 mm. SLAB WEIGHT 464 KG./M2 5 . 6 . 4 . 20 . 5 CM. CONCRETE TOPPING STEEL BAR 6 MM. OR WIREMESH 4 MM. SPACING 20 CM. ( / ) () (PC WIRES)5 3/8 6 3/8 7 3/8 4 1/2

SAFE SUPERIMPOSED SERVICE LOAD (KG./M2.) FOR EACH SLAB LENGTH (M.)5.00 5.50 6.00 6.50 7.00 7.50 8.00 8.50 9.00 9.50 10.00 10.50 11.00 11.50 12.00 12.50 13.00 13.5.0 14.00 14.50 15.00 1884 1490 1191 958 774 625 810 503 666 824 810 402 546 686 674 980 317 446 571 560 833 998 245 361 473 463 709 857 184 288 390 381 602 736 864 226 318 310 511 632 748 1039 256 248 431 542 648 913 191 185 354 461 560 802 891 277 376 475 706 787 210 301 392 620 695 235 319 545 614 253 464 542 195 391 468 325 397 265 333

2301 1835 1481 1205 987

2707 2171 1763 1446 1194 991 2671 2141 1738 1424 1175 974

3 1/2+4 3/8 3431 2873 2353 1948 1627 1368 1156

5 1/2+2 3/8 3431 3061 2725 2265 1900 1606 1365 1166 7 1/2

3431 3061 2756 2501 2162 1834 1566 1343 1157 999

5 3/5+2 1/2 3379 3014 2713 2462 2248 2064 1904 1764 1552 1354 1185 7 3/5

3379 3014 2713 2462 2248 2064 1904 1764 1640 1484 1302 1145 1009

:

-

REMARK

:

-Safe superimposed service load is the weight which the slab can bear excluding the dead weight of itself and the topping concrete.