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UBP
i j k l m n All Sections
j k l m n BS/EN Only
j k l m n Corus Only
User Registration No: Unregistered Copy
j k l m n BS/EN+Corus
Diagram Universal Bearing Piles to BS4 Part1 1993 [ALL Sections] M as s D ept h W idt h T hi ck nes s o f Ro ot Dep th Se co nd M om ent R adi us Ela st ic Pl as ti c Bu ck li ng or sio nal W arp in g T or si on al Are a per of of Web Flange R adi us be twee n of Ar ea of Gyr at ion M odu lu s Mo dul us Pa ram et er I nde x Con st an t Co ns ta nt of Inertia Section Designation metre Section Section fillets Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Axis x-x Axis y-y Ix Iy rx ry Zx Zy Sx Sy M h b s t r d u x H J A Home kg/m mm mm mm mm mm mm cm cm cm4 cm4 cm3 cm3 cm3 cm3 dm6 cm4 cm2 1 b c 356x368x174 173.9 361.4 378.5 20.3 20.4 15.2 290.2 51009 18463 15.2 9.13 2823 976 3186 1497 0.821 15.8 5.37 330 221 2 b c 356x368x152 152 356.4 376 17.8 17.9 15.2 290.2 43972 15877 15.1 9.05 2468 845 2767 1293 0.821 17.8 4.55 223 194 3 b c 356x368x133 133 352 3 73.8 15.6 15.7 15.2 2 90.2 37983 13680 15 8.99 2158 732 2406 1119 0.822 20.1 3.87 151 169 4 b c 356x368x109 108.9 346.4 371 12.8 12.9 15.2 290.2 30632 10987 14.9 8.9 1769 592 1956 903 0.823 24.2 3.05 84.6 139 5 b c 305x305x223 222.9 337.9 325.7 30.3 30.4 15.2 246.7 52699 17577 13.6 7.87 3119 1079 3653 1680 0.826 9.55 4.15 943 284 6 b c 305x305x186 186 328.3 320.9 25.5 25.6 15.2 246.7 42610 14143 13.4 7.73 2596 881 3003 1366 0.827 11.1 3.24 560 237 7 b c 305x305x149 149.1 318.5 316 20.6 20.7 15.2 246.7 33067 10910 13.2 7.58 2076 691 2370 1066 0.828 13.5 2.42 295 190 8 b c 305x305x126 126.1 312.3 312.9 17.5 17.6 15.2 246.7 27408 9002 13.1 7.49 1755 575 1986 885 0.829 15.7 1.95 182 161 9 b c 305x305x110 110 3 07.9 3 10.7 15.3 15.4 15.2 2 46.7 23563 7709 13 7.42 1531 496 1720 762 0.83 17.7 1.65 122 140 1 0 b c 305x305x95 94.9 3 03.7 3 08.7 13.3 13.3 15.2 2 46.7 20045 6529 12.9 7.35 1320 423 1474 648 0.83 20.2 1.38 80 121 1 1 b c 305x305x88 88 3 01.7 3 07.8 12.4 12.3 15.2 2 46.7 18425 5984 12.8 7.31 1221 389 1360 595 0.83 21.6 1.25 64.2 112 1 2 b c 305x305x79 78.9 2 99.3 3 06.4 11 11.1 15.2 246.7 16444 5326 12.8 7.28 1099 348 1218 531 0.832 23.9 1.11 46.9 100 1 3 b c 254x254x85 85.1 254.3 260.4 14.4 14.3 12.7 200.3 12284 4215 10.6 6.24 966 324 1092 498 0.825 15.6 0.607 81.8 108 1 4 b c 254x254x71 71 249.7 258 12 12 12.7 200.3 10071 3439 10.6 6.17 807 267 904 409 0.826 18.4 0.486 48.4 90.4 1 5 b c 254x254x63 63 2 47.1 2 56.6 10.6 10.7 12.7 2 00.3 8860 3016 10.5 6.13 717 235 799 360 0.827 20.5 0.421 34.3 80.2 1 6 b c 203x203x54 53.9 204 2 07.7 11.3 11.4 10.2 1 60.8 5027 1705 8.55 4.98 493 164 557 252 0.827 15.8 0.158 32.7 68.7 1 7 b c 203x203x45 44.9 2 00.2 2 05.9 9.5 9.5 10.2 160.8 4100 1384 8.46 4.92 410 134 459 206 0.827 18.6 0.126 19.2 57.2 SteelUK001202
Compiled & calculated by Techno Consultants Ltd, December 2000
File: SteelUK001202-1 Tab: UBP
RSJ
i j All Sections k l m n
j BS/EN Only k l m n
Page 6/67
j Corus Only k l m n
Date Printed: 15/03/2012
User Registration Registration No: Unregistered Copy
j BS/EN+Corus k l m n
Diagram Joists with Taper Flange Flanges s to BS4 Part 1 1993 1993 [ALL Sections] Ma ss ss D ep ep th th W id id th th Th ic kn kn es es s o f R oo oo t T oe oe Fl an an ge ge De De pt pt h Se co co nd nd Mo me men t R ad ad iu s El as as titi c Pl as as titi c Bu ck ck lili ng ng To rs rs io io na na l W ar ar pi pi ng ng To rs rsi on on al al A re re a per of of W eb Flange R ad ad iu s R ad adi us us Ta Ta pe pe r be tw twe en en of Ar ea ea o f G yr yr at at io io n Mod ul ul us us Mo du du lu s P ar ar am ame te te r In In de de x Co Co ns ns ta tan t C on ons ta ta nt nt of Inertia Section D es esi gn gn at at io io n me me trtr e Se Se ct cti on on S ec ec titio n f ilil le ts ts A xi xi s x -x -x Axi s y- y Ax is is x- x Axi s y- y A xi xi s x- x Ax is is y- y A xi xi s x- x Ax is is y- y r1 r2 Ix Iy rx ry Zx Zy Sx Sy M h b s t d u x H J A 4 4 3 3 3 3 6 4 2 Home kg/m mm mm mm mm mm degrees mm cm cm cm cm cm cm cm cm dm cm cm 1 b c 254x203x82 82 254 20 203.2 10.2 19.9 19.6 9.7 8 166.6 12025 2280 10.7 4.67 947 224 1077 371 0.89 11 0.312 152 105 2 b 254x114x37 37.1 254 11 114.3 7.6 12.8 12.4 6.1 8 199.3 5082 269 10.4 2.39 400 47.1 459 79.1 0.885 18.7 0.0391 25.2 47.3 3 b c 203x152x52 52.2 20 203.2 15 152.4 8.9 16.5 15.5 7.6 8 133.2 4798 816 8.49 3.5 472 107 541 176 0.891 10.7 0.0711 64.9 66.6 4 b c 152x127x37 37.2 15 1 52.4 127 10.4 13.2 13.5 6.6 8 94.3 1818 378 6.19 2.82 239 59.6 279 99.8 0.866 9.32 0.0183 33.9 47.5 5 b c 127x114x29 29.3 127 11 1 14.3 10.2 11.5 9.9 4.8 8 79.5 979 242 5.12 2.54 154 42.3 181 70.8 0.853 8.76 0.00807 20.8 37.4 6 b c 127x114x27 26.8 127 11 114.3 7.4 11.4 9.9 5 8 79.5 946 236 5.26 2.63 149 41.3 172 68.2 0.868 9.31 0.00788 16.9 34.2 7 b 127x76x16 16.5 127 76.2 5.6 9.6 9.4 4.6 8 86.5 571 60.8 5.21 1.7 90 16 104 26.4 0.891 11.8 0.00209 6.73 21.1 8 b 114x114x27 27 1 14.3 1 14.3 9.5 10.7 14.2 3.2 8 60.8 736 224 4.62 2.55 129 39.2 151 65.8 0.841 7.92 0.00601 18.9 34.5 9 b c 102x102x23 23 10 101.6 10 101.6 9.5 10.3 11.1 3.2 8 55.2 486 154 4.07 2.29 95.6 30.3 113 50.6 0.836 7.42 0.00321 14.2 29.3 10 b c 102x44x7 7.4 10 101.6 44.5 4.3 6.1 6.9 3.3 8 74.6 153 7.82 4.01 0. 0.907 30.1 3.51 35.4 6.03 0.872 14.9 0.00018 1.26 9.5 11 b c 89x89x19 19.5 88.9 88.9 9.5 9.9 11.1 3.2 8 44.2 307 101 3.51 2.02 69 22.8 82.7 38 0.83 6.57 0.00158 11.5 24.9 12 b 76x76x15 15 76.2 80 8.9 8.4 9.4 4.6 8 38.1 172 60.9 3 1.78 45.2 15.2 54.2 25.8 0.82 6.42 0. 0.0007 6.84 19.1 13 b c 76x76x13 12.7 76.2 76.2 5.1 8.4 9.4 4.6 8 38.1 158 51.8 3.12 1.79 41.5 13.6 48.7 22.4 0.852 7.21 0 .0006 4.6 16.2 SteelUK001202
File: SteelUK001202-1 Tab: RSJ
Compiled & calculated by Techno Consultants Ltd, December 2000
