KEM DECK 허용하중표 KEM 75
- 글번호 :
- 169|
- 작성자 :
- 관리자|
- 작성일 :
- 2021.05.21 16:16|
- 조회수 :
- 1375
- 분류 :
- KEM-DECK|
KEM 75:t = 1.2mm
보통콘크리트(Fck=210kgf/cm2) (단위:kgf/m2)
SPAN(L,m) | Concrete Over (Topping Concrete) | |||||||||
---|---|---|---|---|---|---|---|---|---|---|
70 | 75 | 80 | 85 | 90 | 95 | 100 | 105 | 115 | 125 | |
2.0 | 2884 | 3066 | 3240 | 3417 | 3597 | 3780 | 3965 | 4153 | 4535 | 4925 |
2.1 | 2601 | 2754 | 2911 | 3070 | 3233 | 3398 | 3565 | 3734 | 4078 | 4429 |
2.2 | 2346 | 2484 | 2626 | 2770 | 2917 | 3066 | 3217 | 3370 | 3682 | 4000 |
2.3 | 2123 | 2249 | 2377 | 2508 | 2642 | 2777 | 2914 | 3053 | 3336 | 3625 |
2.4 | 1927 | 2042 | 2159 | 2278 | 2400 | 2523 | 2648 | 2775 | 3033 | 3296 |
2.5 | 1755 | 1860 | 1966 | 2075 | 2186 | 2299 | 2414 | 2530 | 2765 | 3006 |
2.6 | 1602 | 1698 | 1796 | 1896 | 1997 | 2101 | 2206 | 2312 | 2528 | 2749 |
2.7 | 1466 | 1554 | 1644 | 1735 | 1829 | 1924 | 2020 | 2118 | 2317 | 2519 |
2.8 | 1344 | 1425 | 1507 | 1592 | 1687 | 1765 | 1854 | 1944 | 2127 | 2314 |
2.9 | 1234 | 1309 | 1385 | 1463 | 1542 | 1623 | 1705 | 1788 | 1957 | 2130 |
3.0 | 1135 | 1204 | 1275 | 1347 | 1420 | 1495 | 1571 | 1648 | 1804 | 1964 |
3.1 | 1046 | 1110 | 1175 | 1242 | 1310 | 1379 | 1449 | 1520 | 1665 | 1813 |
3.2 | 965 | 1024 | 1085 | 1146 | 1209 | 1274 | 1339 | 1405 | 1539 | 1677 |
3.3 | 891 | 946 | 1002 | 1060 | 1118 | 1178 | 1238 | 1300 | 1425 | 1553 |
3.4 | 823 | 874 | 927 | 980 | 1035 | 1090 | 1146 | 1204 | 1320 | 1439 |
3.5 | 762 | 809 | 858 | 906 | 958 | 1010 | 1062 | 1116 | 1224 | 1335 |
3.6 | 705 | 749 | 795 | 841 | 888 | 936 | 985 | 1035 | 1136 | 1240 |
3.7 | 653 | 694 | 736 | 780 | 824 | 869 | 914 | 961 | 1055 | - |
3.8 | 605 | 643 | 683 | 723 | 764 | 806 | 849 | 892 | - | - |
3.9 | 560 | 596 | 633 | 971 | 709 | 749 | 789 | - | - | - |
4.0 | 519 | 553 | 587 | 622 | 658 | - | - | - | - | - |
4.1 | 481 | 512 | 545 | - | - | - | - | - | - | - |
4.2 | 446 | - | - | - | - | - | - | - | - | - |
4.3 | - | - | - | - | - | - | - | - | - | - |
KEM 75:t = 1.6mm
보통콘크리트(Fck=210kgf/cm2) (단위:kgf/m2))
SPAN(L,m) | Concrete Over (Topping Concrete) | |||||||||
---|---|---|---|---|---|---|---|---|---|---|
70 | 75 | 80 | 85 | 90 | 95 | 100 | 105 | 115 | 125 | |
2.0 | 2992 | 3232 | 3481 | 3740 | 4009 | 4288 | 4578 | 4877 | 5507 | 6178 |
2.1 | 2714 | 2931 | 3157 | 3392 | 3637 | 3890 | 4152 | 4424 | 4995 | 5603 |
2.2 | 2473 | 2671 | 2877 | 3091 | 3313 | 3544 | 3783 | 4031 | 4551 | 5105 |
2.3 | 2363 | 2444 | 2632 | 2828 | 3032 | 3243 | 3461 | 3688 | 4164 | 4671 |
2.4 | 2078 | 2244 | 2417 | 2597 | 2784 | 2978 | 3179 | 3387 | 3824 | 4290 |
2.5 | 1915 | 2068 | 2228 | 2394 | 2566 | 2745 | 2930 | 3121 | 3524 | 3954 |
2.6 | 1771 | 1912 | 2060 | 2213 | 2372 | 2537 | 2709 | 2886 | 3258 | 3635 |
2.7 | 1642 | 1773 | 1910 | 2052 | 2200 | 2353 | 2512 | 2676 | 3021 | 3341 |
2.8 | 1527 | 1649 | 1776 | 1908 | 2046 | 2188 | 2335 | 2488 | 2809 | 3078 |
2.9 | 1423 | 1537 | 1656 | 1779 | 1907 | 2040 | 2177 | 2320 | 2610 | 2842 |
3.0 | 1330 | 1436 | 1547 | 1662 | 1782 | 1902 | 2034 | 2168 | 2413 | 2629 |
3.1 | 1245 | 1345 | 1449 | 1557 | 1669 | 1785 | 1905 | 2030 | 2236 | 2436 |
3.2 | 1169 | 1262 | 1360 | 1461 | 1566 | 1675 | 1788 | 1982 | 2074 | 2261 |
3.3 | 1099 | 1187 | 1279 | 1374 | 1473 | 1575 | 1674 | 1758 | 1927 | 2101 |
3.4 | 1035 | 1118 | 1205 | 1294 | 1387 | 1480 | 1557 | 1635 | 1793 | 1956 |
3.5 | 977 | 1055 | 1137 | 1221 | 1308 | 1378 | 1450 | 1522 | 1671 | 1822 |
3.6 | 924 | 997 | 1074 | 1153 | 1218 | 1284 | 1351 | 1419 | 1558 | 1700 |
3.7 | 874 | 944 | 1016 | 1075 | 1136 | 1197 | 1260 | 1324 | 1454 | 1588 |
3.8 | 829 | 893 | 947 | 1003 | 1060 | 1118 | 1177 | 1236 | 1359 | 1484 |
3.9 | 784 | 833 | 884 | 936 | 990 | 1044 | 1099 | 1156 | 1270 | 1388 |
4.0 | 731 | 778 | 826 | 875 | 925 | 976 | 1028 | 1081 | 1189 | 1299 |
4.1 | 683 | 726 | 771 | 817 | 864 | 912 | 961 | 1011 | 1113 | 1217 |
4.2 | 638 | 679 | 721 | 764 | 808 | 854 | 900 | 946 | 1042 | 1140 |
4.3 | 595 | 634 | 674 | 715 | 756 | 799 | 812 | 886 | 977 | - |
4.4 | 556 | 593 | 630 | 668 | 708 | 748 | 789 | 830 | - | - |
4.5 | 520 | 554 | 589 | 625 | 662 | 700 | - | - | - | - |
4.6 | 485 | 517 | 551 | 585 | - | - | - | - | - | - |
4.7 | 453 | 483 | 515 | - | - | - | - | - | - | - |
4.8 | 423 | - | - | - | - | - | - | - | - | - |
4.9 | - | - | - | - | - | - | - | - | - | - |