column design

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COLUMN REINFORCEMENT FOR DIFFERENT FLO M25 Fe415 (Main) Fe500 (Sec.) SRHV.ANL 0 TO 2 2 TO 5.3 5.3 TO 8.6 8.6 TO 11.9 11.9 TO 15.2 SNo. Memb B L Plinth G Floor 1 Floor 2 Floor 3 Floor 1 1 300 600 3126 1932 1241 1085 1353 2 2 300 600 3600 3313 2569 2044 1879 3 3 300 600 3399 3274 2810 2400 2086 4 4 300 600 3104 3140 2867 2460 2121 5 5 300 600 3355 2109 1319 1153 1323 6 6 300 530 2188 1951 1184 1000 1166 7 7 300 530 2282 1970 1272 1069 1222 8 8 300 600 3702 2311 1570 1389 1317 9 9 380 600 4136 2878 2124 1360 1404 10 10 300 600 3227 2803 3023 2320 2039 11 11 300 600 2877 2651 3025 2460 2041 12 12 300 600 2759 2901 3433 2812 2325 13 13 380 600 4059 2842 2091 1493 1521 14 14 300 600 3668 2374 1707 1584 1501 15 15 300 300 814 1555 1308 1123 956 16 16 300 300 592 1179 856 824 780 17 17 300 300 800 1532 1287 1104 958 18 18 300 530 2741 2141 1663 1538 1457 19 19 300 530 2850 2620 2601 1970 1725 20 20 300 600 2867 2248 2597 2086 1878 21 21 300 600 2866 1993 1475 1644 1580 22 22 300 300 530 1160 1004 1038 996 23 23 300 300 502 1161 995 1013 953 24 24 300 530 2622 2357 1714 1426 1369 25 25 300 530 2719 2396 2314 1618 1503 26 26 300 600 2977 2111 2410 1733 1630 27 27 300 600 2828 2408 1678 1537 1485 28 28 300 300 714 1752 1387 1298 1109 29 29 300 300 775 1450 1508 1434 1402 30 30 300 300 661 1756 1431 1299 1112 31 31 300 530 2605 2302 1705 1521 1460 32 32 300 600 3329 2254 2265 1607 1538 33 33 300 600 3245 2241 2442 1734 1620 34 34 300 600 2973 2303 1634 1577 1494 35 35 300 600 3335 2811 2135 1563 1265 36 36 300 600 3333 2805 2237 1642 1297 37 37 300 450 1626 2216 1986 1834 1667 38 38 300 450 2224 2814 2946 2362 1967 39 39 300 600 2610 2404 2888 2400 2118

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Page 1: Column Design

COLUMN REINFORCEMENT FOR DIFFERENT FLOORS M25 Fe415 (Main) Fe500 (Sec.) SRHV.ANL

0 TO 2 2 TO 5.3 5.3 TO 8.6 8.6 TO 11.9 11.9 TO 15.2SNo. Memb B L Plinth G Floor 1 Floor 2 Floor 3 Floor1 1 300 600 3126 1932 1241 1085 13532 2 300 600 3600 3313 2569 2044 18793 3 300 600 3399 3274 2810 2400 20864 4 300 600 3104 3140 2867 2460 21215 5 300 600 3355 2109 1319 1153 13236 6 300 530 2188 1951 1184 1000 11667 7 300 530 2282 1970 1272 1069 12228 8 300 600 3702 2311 1570 1389 13179 9 380 600 4136 2878 2124 1360 140410 10 300 600 3227 2803 3023 2320 203911 11 300 600 2877 2651 3025 2460 204112 12 300 600 2759 2901 3433 2812 232513 13 380 600 4059 2842 2091 1493 152114 14 300 600 3668 2374 1707 1584 150115 15 300 300 814 1555 1308 1123 95616 16 300 300 592 1179 856 824 78017 17 300 300 800 1532 1287 1104 95818 18 300 530 2741 2141 1663 1538 145719 19 300 530 2850 2620 2601 1970 172520 20 300 600 2867 2248 2597 2086 187821 21 300 600 2866 1993 1475 1644 158022 22 300 300 530 1160 1004 1038 99623 23 300 300 502 1161 995 1013 95324 24 300 530 2622 2357 1714 1426 136925 25 300 530 2719 2396 2314 1618 150326 26 300 600 2977 2111 2410 1733 163027 27 300 600 2828 2408 1678 1537 148528 28 300 300 714 1752 1387 1298 110929 29 300 300 775 1450 1508 1434 140230 30 300 300 661 1756 1431 1299 111231 31 300 530 2605 2302 1705 1521 146032 32 300 600 3329 2254 2265 1607 153833 33 300 600 3245 2241 2442 1734 162034 34 300 600 2973 2303 1634 1577 149435 35 300 600 3335 2811 2135 1563 126536 36 300 600 3333 2805 2237 1642 129737 37 300 450 1626 2216 1986 1834 166738 38 300 450 2224 2814 2946 2362 196739 39 300 600 2610 2404 2888 2400 2118

Page 2: Column Design

40 40 300 450 1679 2238 2013 1850 170841 41 300 530 1931 2050 1265 1008 88442 42 300 530 2040 2116 1355 1093 87543 43 300 600 2966 1034 828 888 102344 44 300 600 3411 2801 2791 2417 222645 45 300 600 3413 2781 2803 2463 225446 46 300 600 2853 1174 822 928 997

Page 3: Column Design

COLUMN REINFORCEMENT FOR DIFFERENT FLOORSEQ ZONE:- III

15.2 TO 18.5 18.5 TO 21.8 21.8 TO 23 23 TO 24.2 24.2 TO 24.5 24.5 TO 25.54 Floor 5 Floor 6 Floor 7 Floor 8 Floor 9 Floor1723 15501574 1013 7761620 749 305 357 2901659 787 404 4681733 15741265 7571321 7781089 10171320 10421603 910 7811479 690 293 410 2881866 916 360 4611365 11641274 1117756 538678 404757 5191235 9991328 10811469 12061359 1153813 498774 4771121 8741191 9831331 813 9531239 655 949834 5011165 817838 5051207 9511238 13531305 964 8881284 755 9891107 9281153 9581244 10651560 12371682 1429

Page 4: Column Design

1290 1140887 763900 7901130 9631953 16342022 16561125 871

Page 5: Column Design

Req. Prov. No. of Bars %ge Group3126 3220 4-25+4-20 1.79 C93600 3926 4-25+4-25 2.18 C103399 3926 4-25+4-25 2.18 C103140 3220 4-25+4-20 1.79 C93355 3926 4-25+4-25 2.18 C102188 2513 4-20+4-20 1.58 C72282 2513 4-20+4-20 1.58 C73702 3926 4-25+4-25 2.18 C104136 4446 4-25+8-20 1.95 C113227 3926 4-25+4-25 2.18 C103025 3220 4-25+4-20 1.79 C93433 3926 4-25+4-25 2.18 C104059 4446 4-25+8-20 1.95 C113668 3926 4-25+4-25 2.18 C101555 1608 4-16+4-16 1.79 C21179 1256 4-16+4-12 1.4 C11532 1608 4-16+4-16 1.79 C22741 3220 4-25+4-20 2.03 C82850 3220 4-25+4-20 2.03 C82867 3220 4-25+4-20 1.79 C92866 3220 4-25+4-20 1.79 C91160 1256 4-16+4-12 1.4 C11161 1256 4-16+4-12 1.4 C12622 3220 4-25+4-20 2.03 C82719 3220 4-25+4-20 2.03 C82977 3220 4-25+4-20 1.79 C92828 3220 4-25+4-20 1.79 C91752 2060 4-20+4-16 2.29 C31508 1608 4-16+4-16 1.79 C21756 2060 4-20+4-16 2.29 C32605 3220 4-25+4-20 2.03 C83329 3926 4-25+4-25 2.18 C103245 3926 4-25+4-25 2.18 C102973 3220 4-25+4-20 1.79 C93335 3926 4-25+4-25 2.18 C103333 3926 4-25+4-25 2.18 C102216 2513 4-20+4-20 1.86 C42946 3220 4-25+4-20 2.39 C52888 3220 4-25+4-20 1.79 C9

Page 6: Column Design

2238 2513 4-20+4-20 1.86 C42050 2060 4-20+4-16 1.3 C62116 2513 4-20+4-20 1.58 C72966 3220 4-25+4-20 1.79 C93411 3926 4-25+4-25 2.18 C103413 3926 4-25+4-25 2.18 C102853 3220 4-25+4-20 1.79 C9