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This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) viii Contents Two parallel flange channels: laced 1201 back to back 1202 Equal angles 1203 Unequal angles 1204 Equal angles: back to back 1206 Unequal angles: long legs back to back 1207 Castellated universal beams 1208 Structural tees cut from universal beams 1214 Structural tees cut from universal columns 1218 Extracts from BS 5950: Part 1: 2000 Deflection limits (Section two: Table 8) 1220 Design strengths for steel (Section three: Table 9) 1221 Limiting width-to-thickness ratios for sections other than CHS and RHS (Section three: Table 11) 1222 Limiting width-to-thickness ratios for CHS and RHS (Section three: Table 12) 1223 Bending strengths (Section four: Tables 16 and 17) 1224 Strut table selection (Section four: Table 23) 1227 Compressive strength (Section four: Table 24) 1228 Connection design Bolt data Hole sizes 1236 Bolt strengths 1236 Spacing, end and edge distances 1237 Maximum centres of fasteners 1237 Maximum edge distances 1238 Back marks in channel flanges 1240 Back marks in angles 1240 Cross centres through flanges 1241 Bolt capacities Non-preloaded ordinary bolts in S275 1242 Non-preloaded countersunk bolts in S275 1244 Non-preloaded HSFG bolts in S275 1246 Preloaded HSFG bolts in S275: non-slip in service 1247 Preloaded HSFG bolts in S275: non-slip under factored loads 1248 Preloaded countersunk HSFG bolts in S275: non-slip in service 1249 Preloaded countersunk HSFG bolts in S275: non-slip under factored loads 1250 Non-preloaded ordinary bolts in S355 1251 Non-preloaded countersunk bolts in S355 1253 Non-preloaded HSFG bolts in S355 1255 Preloaded HSFG bolts in S355: non-slip in service 1256 Preloaded HSFG bolts in S355: non-slip under factored loads 1257
This material is copyright - all rights reserved. Reproduced under licence from The Steel Construction Institute on 12/2/2007 To buy a hardcopy version of this document call 01344 872775 or go to http://shop.steelbiz.org/ Steel Designers' Manual - 6th Edition (2003) Contents ix Preloaded countersunk HSFG bolts in S355: non-slip in service 1258 Preloaded countersunk HSFG bolts in S355: non-slip under factored loads 1259 Bolt and weld groups Bolt group moduli – fasteners in the plane of the force 1260 Bolt group moduli – fasteners not in the plane of the force 1264 Weld group moduli – welds in the plane of the force 1266 Capacities of fillet welds 1270 Weld group moduli – welds not in the plane of the force 1271 Other elements Sheet pile sections Larssen sections 1274 Frodingham sections 1275 Box sheet piles 1276 High modulus piles 1277 H-piles 1279 Floor plate design tables 1280 Construction Fire information sheets 1282 Section factors for universal beams 1302 universal columns 1303 circular hollow sections 1304 rectangular hollow sections 1305 rectangular hollow sections (square) 1306 Minimum thickness of spray protection 1307 Basic data on corrosion 1308 Codes and standards British and European standards covering the design and construction of steelwork 1311 Index 1323
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