FiCEB Spreadsheet V01

FiCEB_Spreadsheet _V01.xls The analysis of composite floor slabs in fire This software allows the load bearing capacity of floor design zones to be assessed based on the desi publication P288 (second edition). Additional information on the basis of the engineering model can be below. The software is provided free of charge and may be copied as required. From time to time updated ve users are advised to check on the Corus and SCI websites to ensure that they are always using the lat Using TSLAB Information on the structure to be analysed and the applied loads and partial safety factors must be en Information on the type of fire being considered is entered on the Fire Sheet. The fire may be a Param 2, or the Standard Fire. The analysis is started from the Fire Sheet. The results of the analysis are dis sheet may be printed using normal Excel commands. The results from TSlab V3.0 should not be used for design without first reading and understand P288 'Fire Safe Design - A new approach to multi-storey steel framed buildings (3rd edition)' Definition of dimensions Definition of Span 1 and Span 2 Slab and deck dimensions Span 2 Span 1 The dimensions for a re-entrant deck are similar Note: The mesh position is defined in terms of an av References For details of the engineering theory behind this fire design model see: 1 2 3 BAILEY, C.G. and MOORE, D.B. The structural behaviour of steel frames with composite floor slabs subject to fire, Part 1: The Structural Engineer (UK), June 2000 BAILEY, C.G. and MOORE, D.B. The structural behaviour of steel frames with composite floor slabs subject to fire, Part 2: The Structural Engineer (UK), June 2000 BAILEY, C. G. and CURRIE, P Membrane Behaviour of Horizontally Unrestrained Concrete Floor Slabs Journal of Solids and Structures, 2006 TSLAB software is written by SCI on behalf of Corus plc. It is provided free of charge to be used for systems. From time to time, users should check the website from which they obtained this software Care has been taken to ensure that the information herein is accurate, but neither Corus plc nor SCI to misinterpretation of the input data or of output information by the user. The TSLAB software is the property of the SCI. Queries relating to the use of this software should be directed to Dr Ian Simms at SCI. © SCI 2009 The Steel Construction Institute assessed based on the design methods described in SCI e engineering model can be obtained from the references om time to time updated versions may become available and hey are always using the latest version. al safety factors must be entered on the Structure Sheet. et. The fire may be a Parametric fire, as defined in EN1991-1esults of the analysis are displayed on the Results Sheet. Any st reading and understanding the guidance given in SCIbuildings (3rd edition)' re-entrant deck are similar on is defined in terms of an average or effective mesh axis distance or slabs subject to fire, Part 1: Theory or slabs subject to fire, Part 2: Design e Floor Slabs free of charge to be used for the analysis in fire of composite floor ch they obtained this software to see if any updates are available. but neither Corus plc nor SCI, accept responsibility for errors due er. n Simms at SCI. P 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 Q R S T U V . 00 Percentage open window Fire Load (MJ/m2) 90 500 Wall lining factor (J/m2s1/2K) 720 Combustion factor Growth rate.xls The Steel Construction Institute The analysis of composite floor slabs in fire Parametric Fire ISO Fire Compartment length (m) 9.00 Window length (m) 12. medium.00 Window height (m) 1. M.00 F CommandButton1 Analyse ISO fire Notes The Parametric Fire is assumed to be as specified in EN1991-1. F) [M] 0.2 The "percentage open window" is the effective window area after taking acount of breakage of glass Corus recommend that the "combustion factor" is assumed to be 1.00 It is quite permissible for the compartment dimensions to exceed the floor design zone dimensions 90 .80 Analyse using parametric fire Fire resistance (minutes) 4.fast (S. slow.FiCEB_Spreadsheet _V01.00 Compartment width (m) Compartment height (m) 9. 025 742.162 132.048 602.526 758.968 337.273 773.496 622.143 641.542 268.495 766.204 199.455 795.858 781.254 101.258 406.0 60 120 180 240 300 360 420 480 540 600 660 720 780 840 900 960 1020 1080 1140 1200 1260 1320 1380 1440 1500 1560 1620 1680 1740 1800 1860 1920 1980 2040 2100 2160 2220 2280 2340 2400 2460 2520 2580 20 24.9 707.717 698.037 583.512 593.47 802.945 .299 808.106 233.252 788.668 372.728 612.935 51.57 35.368 670.223 302.947 651.8 725.5 734.697 661.393 689.368 750.314 632.93 716.705 441 574.938 680.3 165.532 73. 28 899.646 902.401 774.129 904.446 889.705 827.579 902.412 821.527 808.167 735.911 786.731 906.46 906.098 890.586 845.874 722.853 885.32 876.2640 2700 2760 2820 2880 2940 3000 3060 3120 3180 3240 3300 3360 3420 3480 3540 3600 3660 3720 3780 3840 3900 3960 4020 4080 4140 4200 4260 4320 4380 4440 4500 4560 4620 4680 4740 4800 4860 4920 4980 5040 5100 5160 5220 815.607 819.146 880.069 864.184 829.828 833.787 839.928 894.291 866.435 762.145 707.752 848.931 878.078 861.821 872.304 898.369 884.704 856.957 797.238 839.755 906.231 850.983 .082 895.37 871.727 856.022 749. 906 481.867 646.355 349.1 271.222 415.023 256.938 630.568 283.073 261.314 460.191 541.931 361.384 678.435 289.664 392.388 373.531 560.782 296.551 613.136 277.247 .661 303.696 596.252 320.361 578.321 521.129 311.9 501.347 662.774 339.5280 5340 5400 5460 5520 5580 5640 5700 5760 5820 5880 5940 6000 6060 6120 6180 6240 6300 6360 6420 6480 6540 6600 6660 6720 6780 6840 6900 6960 7020 7080 7140 7200 693.096 438.106 329.423 266. . . . . . . . 7505 902.3455 918.4558 678.8042 864.3359 .5773 781.20 576.4513 738.8109 884.0899 932.3673 814.6126 841. . 0731 276.0731 276.875 679.8602 362.605 .1438 7.6875 991.875 696.875 7.0731 276.875 701.5 825.1438 7.0731 276.5494 362.875 612.875 7.1438 7.875 951.366 362.875 7.60 Side A Mb1 Mb2 Effective Width Effective Width Critical Temperature MRd 60 Side B Mb1 Mb2 Effective Width Effective Width Critical Temperature MRd 60 Side C Mb1 Mb2 Effective Width Effective Width Critical Temperature MRd 60 Side D Mb1 Mb2 Effective Width Effective Width Critical Temperature MRd 362.875 7.1438 7.5625 1404. 4 648 Composite Internal Bea Side C Beam Size Shear Connection Load Ratio Critical Temperature 457x191x74 90% 0.60 928 Maximum unity factor 0.58 575 Composite Internal Bea Side D Beam Size Shear Connection Load Ratio Critical Temperature 610x229x125 100% 0.Critical Temperatures Side A Beam Size Shear Connection Load Ratio Critical Temperature 305x165x54 100% 1 400 Composite Edge Beam Side B Beam Size Shear Connection Load Ratio Critical Temperature 686x254x140 88% 0.76 116 79 Floor slab adequate Perimeter Beams .53 598 Composite Edge Beam . . 61 2.35 <0.76> .793 Floor slab adequate Composite Edge Beam Composite Internal Beam Composite Internal Beam Composite Edge Beam 2.98 9.12 615 0.39 7. . . 14> 393 393 Maximum unity factor 1.00 kN/m2 Dead load.24 5.58 5.71 6.01 1.00 1.35 1.07 .09 6.xls The Steel Construction Institute The analysis of composite floor slabs in fire 10-Jan-11 Default Structural information Span 1 15.49 4.5 137.06 6.94 0.25 4.97 1.35 3.37 4.69 4.23 6.00 kN/m2 Other variable action 0.30 DisplaEnhanc Slab yield cement -ement (mm) (kN/m2) Slab capacity (kN/m2) Total capacity (kN/m2) Unity factor 5.52 4.62 6.25 kN/m2 Slab weight including mesh 2.15 0.12 6.98 5.35 1.97 0.66 4.01 1.5 mm mm mm Mesh strength 500 N/mm2 Smaller mesh area 393 mm2/m Average mesh axis distance 40 mm Larger mesh area 393 mm2/m Leading variable action 0.46 0.14 0.35 1.99 kN/m2 Loads for normal design Fire Partial load factor for non-permanent loads Computed factored load in fire Note: All other loads have factors of 1.07 1.64 1.35 1.35 1.54 4.22 3.47 4.14 Floor slab fails Perimeter Beams Side A Applied Moment 1010.17 6.14 5.0 m Slab depth 120 mm Concrete type NW Deck type Deck Depth Deck Top Flange Re-entrant 51 40 Span 2 9.20 6.13 0.0 m Concrete Grade (fck) 25 N/mm2 mm mm Deck Top Flange Stiffener Deck Trough Centres Deck Bottom Flange 0 152.15 0.35 1.31 6.97 0.00 1.35 1.93 0.42 4.45 4.41 6.94 4.76 6.35 1.09 6.12 1.47 0.9 kNm Side B Applied Moment 562 kNm Side C Applied Moment 1010.50 4.16 6.12 1.0 6.35 1.46 6.02 1.FiCEB_Spreadsheet _V01.35 6. excluding slab 3.46 6.83 5.02 5.35 1.32 0.65 3.9 kNm Side D Applied Moment 562 kNm 552 625 671 702 707 676 671 667 662 656 594 510 430 401 1.86 0.26 6.14 <1.35 1.24 kN/m2 Parametric Fire Compartment length Compartment height Window length m m m Fire Load Combustion factor Compartment width Window height Percentage open window MJ/m2 m m Wall lining factor Growth rate J/m2s1/2K Results of slab resistance calculations ----------Temperatures--------- Mesh area in long span Mesh area in short span Time Beam Mesh (mins) (°C) (°C) Slab top (°C) Slab bottom (°C) Beam capacity (kN/m2) 0 10 20 30 40 50 60 70 80 81 82 83 84 94 104 114 120 383 568 718 823 875 851 845 839 832 825 735 620 508 455 58 76 93 129 179 215 218 220 221 223 241 244 247 248 31 43 56 70 81 89 90 90 91 92 96 113 154 165 501 650 749 820 841 791 783 775 766 757 645 506 397 354 1.14 0.15 0.11 0.29 0.87 4.09 3.49 5.35 1.35 1. 0 137.0 119.0 125.0 8 252.95 6.5 38 140.02 3.0 7 193.0 6 283.7 120.0 40 144 128 140.8 134.0 137.53 5.0 Transverse wires Size (mm) Area (mm2/m) 6 7 8 10 7 7 7 8 9 m m 8 0 .0 125.0 104.5 m m M u ltid e c k 8 0 300 m m C o v e r w id th : 9 0 0 142 193 252 393 193 193 193 252 .0 120.0 133.0 10 393.22 3.0 8 503.73 4.0 10 80 300 120 130.5 300 300 150 323 300 112 147 40 142 131 136.0 144.0 5 196.0 7 385. Deck Type Height 0 R or T 0 12 12 R T T T T R T T T R T T R T T R T T A and B series mesh Size of mesh (mm) 1 2 3 4 5 6 7 8 200x200 200x200 200x200 200x200 100x200 100x200 100x200 100x200 Main wires Size Area 2 (mm /m) (mm) 6 142.5 0 0 60 300 130.05 3.0 15 15 0 9 9 55 60 80 51 60 80 150 300 300 152 333 300 41.0 102.0 10 46 51 225 152.93 Top Stiff.5 67 40 105.5 0 50 300 120 140.16 3.0 15 55 80 51 60 80.0 142.0 10 60 333 153 110.Useful Data Dimensions of commonly available steel decks (mm) 1 User Defined 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Holorib Ribdeck AL Ribdeck 80 Ribdeck E60 Comflor 46 ComFlor 51 ComFlor 60 ComFlor 70 ComFlor 80 Multideck 50 Multideck 60 Multideck 80 Metflor 55 Metflor 60 Metflor 80 R51 TR60 TR80 Depth 0 Trough centres 0 Top flange 0 Bottom flange 0 51 152.0 0 15 15 Reference Weight (kg/m2) A142 A193 A252 A393 B196 B283 B385 B503 2. 5 m m M u ltid e c k 8 0 300 m m C o v e r w id th : 9 0 0 9 m m M u ltid e c k 6 0 60 m m 323 m m C o v e r w id th : 1 0 0 0 15 m m C o m F lo r 6 0 60 m m C o v e r w id th : 6 0 0 300 m m .9 m m 8 0 . . 3 248.3 92.1 113 100.5 304.4 903 850.4 291.2 12.5 307.2 304.1814 1215.2 101.8 175.3 10.8 11.2 152.8 227.1 11.1 19.1 303.6 918.6 436.4 224.2 264.7 14 15.3 12.3 289.4 612.625 Section 1016x305x487 1016x305x437 1016x305x393 1016x305x349 1016x305x314 1016x305x272 1016x305x249 1016x305x222 914x419x388 914x419x343 914x305x289 914x305x253 914x305x224 914x305x201 838x292x226 838x292x194 838x292x176 762x267x197 762x267x173 762x267x147 762x267x134 686x254x170 686x254x152 686x254x140 686x254x125 610x305x238 610x305x179 610x229x140 610x305x149 610x229x125 610x229x113 610x178x100 610x178x92 610x229x101 M 486.5 193.1 14.9 15.1 13.7 305.9 10.8 292.2 607.7 253 311.1 253.3 293.8 762.4 303 302 300 300 300 300 420.3 272.7 222 388 343.5 13.4 603 602.6 t 30 26.2 200.9 392.1 980.UKB 928.7 265.9 840.2 612.4 19.2 D 1036.2 970.1 11.3 921 911.4 140.1 16.7 18.5 16.9 687.2 125.9 226.1 16.7 268 266.5 .5 677.9 635.1 1025.8 12 14.3 15.9 24.9 1016 1008.4 21.2 617.9 149.8 926.1 125.9 769.8 229 228.8 173 146.9 133.4 307.9 170.7 834.5 418.1 230.4 255.1 1000 990.5 16 21.4 14.2 178.9 196.5 17.5 683.6 14.6 B 308.4 19.8 620.5 253.9 11.2 179.8 254.4 11.4 314.7 349.1 179 139.2 238.5 305.2 754 750 692.6 607.4 910. 3 218.9 101.9 6 8 .9 208.5 10.6 8.3 105.3 177.5 539.5 209.1 9.2 177.6 453.4 181.3 12.2 82 67.2 74.5 7.2 172.1 46 54.3 15.1 45 33.7 12.2 65.1 544.1 125.4 6.9 533.1 528.5 138.3 60.8 165.2 177.1 7.7 141.8 143.1 74.8 10.4 358 355 353.2 317.8 181.8 409.6 10.4 449.1 8.610x178x82 533x312x272 533x312x219 533x312x182 533x210x138 533x210x122 533x312x150 533x210x109 533x210x101 533x165x85 533x210x92 533x165x74 533x210x82 533x165x66 457x191x161 457x191x133 457x191x106 457x191x98 457x152x82 457x191x89 457x152x74 457x191x82 457x152x67 457x191x74 457x152x60 457x191x67 457x152x52 406x178x85 406x178x74 406x178x67 406x140x53 406x178x60 406x140x46 406x178x54 406x140x39 356x171x67 356x171x57 356x171x51 356x127x39 356x171x45 356x127x33 305x102x33 305x127x48 305x165x54 305x102x28 305x127x42 81.8 417.6 11.6 9.8 7.7 492 480.8 210 166.9 9 9 8.2 41.5 542.1 18.9 152.6 577.8 98.7 11.7 6.7 194 192.4 308.4 462 460 458 457 454.4 133.2 467.6 7 6 6.9 211.4 314.9 312 210.7 534.5 178.1 53.3 122 150.4 349 312.3 10 21.3 59.8 7.9 6.3 191.4 152.6 398 363.1 529.4 125.6 406.8 173.4 102.6 9 7.2 171.8 124.4 196.9 179.1 39 67.3 82.3 74.9 142.4 10.6 109 101 84.4 9.1 57 51 39.3 74.6 469.5 9.3 166.4 191.8 92.8 190.7 82.6 10.1 199.3 10.4 403.3 165.5 536.8 48.3 153.4 351.5 8.9 9.4 406.7 307.9 320.1 560.8 155.1 52.3 524.1 8.7 161.1 89.5 213.9 189.2 465.8 67.1 54 28.9 154.2 67.9 18 15.9 7.1 32.7 9.3 550.5 126 171.8 463.3 85.9 598.8 273.2 402.7 311 310.7 12.2 14.2 412.7 549. 6 146.8 203.4 260.305x165x46 305x102x25 305x127x37 305x165x40 254x102x28 254x146x43 254x102x25 254x146x37 254x102x22 254x146x31 203x133x30 203x133x25 203x102x23 178x102x19 152x89x16 127x76x13 46.7 76 6.3 43 25.2 101.2 37 22 31.4 5.9 133.1 23.8 4.1 133.8 152.2 256 254 251.2 6 6.3 5.7 5.3 7.8 7.4 303.1 30 25.1 304.2 88.7 5.4 127 165.3 101.8 101.1 6 6.7 101.6 123.4 4.4 259.6 257.2 177.2 147.2 203.8 37 40.4 165 102.5 4 .1 24.7 6 6.6 305.9 146.4 206.3 28.4 101.1 19 16 13 306. 5 314.7 761.6 222.7 d 867.UKC T r 54.2 166 161.1 19.9 289.1 132 107.6 368.6 547.5 99.1 19.9 167.1 235.2 15.4 824.8 25.6 381 374.6 547.2 16.5 16.1 19.8 17.1 799.2 362 355.5 15.7 21 19 16.7 12.6 436.6 86.4 21.6 540 547.2 170.1 19.2 26.5 339.7 18.6 22.7 686 686 686 686 615.4 761.1 868.3 352.1 24.1 127.9 240 198.5 16.1 241.7 761.6 Area 62000 55700 50000 44500 40000 34700 31700 28300 49400 43700 36800 32300 28600 25600 28900 24700 22400 25100 22000 18700 17100 21700 19400 17800 15900 30300 22800 17800 19000 15900 14400 12800 11700 12900 Section 356x406x634 356x406x551 356x406x467 356x406x393 356x406x340 356x406x287 356x406x235 356x368x202 356x368x177 356x368x153 356x368x129 305x305x283 305x305x240 305x305x198 305x305x158 305x305x137 305x305x118 305x305x97 254x254x167 254x254x132 254x254x107 254x254x89 254x254x73 203x203x127 203x203x113 203x203x100 203x203x86 203x203x71 203x203x60 203x203x52 203x203x46 152x152x51 152x152x44 152x152x37 M D 633.9 20.9 73.5 307.4 23.4 235 228.9 177 152.8 16.4 824.1 17.6 799.8 .7 260.6 547.3 17.2 31.1 201.5 12.9 868.6 547.1 136.1 320.9 327.1 88.9 40 35.1 71 60 52 46.6 32 32 27.1 158.6 206.1 615.9 551 467 393 339.7 12.4 824.6 365.5 16.9 96.9 31 26 21.2 44 37 474.2 203.2 15.6 455.7 12.8 17.2 15 14.2 868.1 615.6 17.1 36.6 419 406.4 393.2 215.1 51.8 30 30 30 30 30 30 30 30 24.9 867.7 16.3 254.2 868.1 540 540 547.2 868.1 49 43.1 615.6 824.5 12.8 209.1 868.7 19.1 19.2 15.9 23.1 276.5 113.9 129 282.5 16.8 21.9 117.7 12.9 287.5 15.6 17.3 266.5 23. 3 20.2 24.8 17.5 476.2 10.4 32 26.5 13.6 407.6 275.6 407.7 12.8 12.2 10400 34800 27900 23100 17600 15500 19200 13900 12900 10800 11700 9520 10500 8370 20600 17000 13500 12500 10500 11400 9450 10400 8560 9460 7620 8550 6660 10900 9450 8550 6790 7650 5860 6900 4970 8550 7260 6490 4980 5730 4210 4180 6120 6880 3590 5340 152x152x30 152x152x23 30 23 157.6 407.2 265.7 12.2 10.2 10.8 37.2 11.4 360.2 10.6 360.5 476.2 7.2 10.7 13 11.6 407.7 12.7 12.6 311.6 407.5 10.9 7.7 17 16 15 14.6 476.6 311.3 12.2 10.4 360.4 360.2 10.2 10.7 12.6 407.6 18.2 10.4 360.7 9.6 13.8 11.7 12.6 407.6 311.2 275.5 476.2 10.5 476.5 476.7 10.5 476.5 15.2 10.2 10.3 20.9 265.9 547.9 8.5 10.8 14 13.6 21.9 18.2 10.2 10.2 10.1 12.6 8.7 12.6 407.2 10.2 10.6 13.6 407.7 8.9 8.2 10.5 476.6 311.2 10.6 8.2 16 14.4 360.7 10.6 19.5 476.2 10.6 311.3 12.7 8.5 476.2 10.7 12.2 10.4 360.5 407.7 12.9 12.6 29.7 12.4 .4 16.4 360.6 152.6 407.9 265.5 476.7 12.12.6 15.6 407.2 10.7 12.4 311.2 10.5 476.2 10.2 10.5 476.2 10.7 12.9 17.3 18.4 23.6 407. 6 7.9 7.6 7.6 7.2 10 12.6 5870 3160 4720 5130 3610 5480 3200 4720 2800 3970 3820 3200 2940 2430 2030 1650 .7 7.6 8.6 7.6 7.9 7.2 219 172.2 265.8 96.6 8.6 7.8 7 10.8 9.9 8.6 7.6 7.7 10.4 169.6 9.6 265.2 225.6 7.8 8.3 7.9 7.6 7.6 7.4 10.9 6.8 121.7 8.2 219 225.6 7.9 265.4 146.4 172.2 219 225.2 275.11. 5 44.2 290.6 213.2 10.9 7.9 19.4 16.2 290.7 12.2 10.3 203.7 15.4 26.2 290.2 290.4 12.2 15.7 10 9.2 290.3 200.6 42.2 318.7 13.5 11 15.7 17.8 160.2 15.6 7.1 16.6 123.6 22.2 10.6 7.2 42.7 20.2 10.3 200.2 15.7 246.6 123.7 12.9 212.7 18.2 290.2 15.2 15.5 412.7 246.7 372.7 31.2 15.3 258.2 15.3 209.4 T 47.2 290.3 8.5 d 15.2 15.2 15.2 15.5 8 r 77 67.6 Area 80800 70200 59500 50100 43300 36600 29900 25700 22600 19500 16400 36000 30600 25200 20100 17400 15000 12300 21300 16800 13600 11300 9310 16200 14500 12700 11000 9040 7640 6630 5870 6520 5610 4710 IPN 80 IPN 100 IPN 120 IPN 140 IPN 160 IPN 180 IPN 200 IPN 220 IPN 240 IPN 260 IPN 280 IPN 300 IPN 320 IPN 340 IPN 360 IPN 380 IPN 400 IPN 450 IPN 500 IPN 550 IPN 600 IPE 80 IPE 100 IPE 120 IPE 140 IPE 160 IPE 180 IPE 200 IPE 220 IPE 240 IPE 270 IPE 300 IPE 330 IPE 360 .6 18.9 36.8 13.3 200.7 12.7 25.4 305.8 256.5 17.7 246.3 14.8 12 9.7 246.2 15.9 154.1 206.7 10.2 15.8 160.5 12.2 15.7 12.2 12.4 314.8 160.2 290.8 204.8 374.2 27 23.7 246.3 265.2 7.2 12.5 311.2 15.2 10.2 10.8 23 19.1 26.1 15.7 246.2 407 403 399 394.2 30.6 18.5 58 49.2 11 9.4 31.8 160.2 261.4 7.2 309.8 30.5 17.2 15.3 14.5 14.4 155.8 10.2 15.9 23.3 160.4 205.6 370.8 160.2 15.2 307.8 123.5 30.3 200.3 20.3 254.8 160.6 26.1 37.3 10.8 160.1 210.1 35.5 368.6 290.2 290.3 12.3 14.2 290.Designa tion B t 424 418.8 20.2 246.2 10.2 15.6 157.6 11.6 322.7 200.4 25 21. 6 7.8 9.152.5 5.9 152.6 123.4 6.2 6.6 123.6 3830 2920 IPE 400 IPE 450 IPE 500 IPE 550 IPE 600 HEA 100 HEA 120 HEA 140 HEA 160 HEA 180 HEA 200 HEA 220 HEA 240 HEA 260 HEA 280 HEA 300 HEA 320 HEA 340 HEA 360 HEA 400 HEA 450 HEA 500 HEA 550 HEA 600 HEA 650 HEA 700 HEA 800 HEA 900 HEA 1000 HEB 100 HEB 120 HEB 140 HEB 160 HEB 180 HEB 200 HEB 220 HEB 240 HEB 260 HEB 280 HEB 300 HEB 320 HEB 340 HEB 360 HEB 400 HEB 450 HEB 500 .8 7. HEB 550 HEB 600 HEB 650 HEB 700 HEB 800 HEB 900 HEB 1000 . 7 20.5 9700 380 149 13.4 25400 80 46 3.9 758 100 50 4.2 9.5 6260 360 170 8 12.2 3340 240 120 6.4 6.1 4610 260 113 9.3 8 2390 200 100 5.5 17.2 4590 300 150 7.3 9.6 10.4 21.5 2280 180 82 6.6 32.5 6.3 7770 340 137 12.4 2790 200 90 7.7 6.9 1640 160 82 5 7.9 5.4 2010 180 91 5.1 5.7 1030 120 64 4.1 5330 280 119 10.7 13.Depth Width of of Section Section Th.2 24.6 8.2 18.8 5. Flange Area of Section h mm b mm s mm t mm A mm2 80 42 3.7 1420 140 66 5.2 6100 300 125 10.3 1320 140 73 4.7 7270 .8 1060 120 58 5.9 10.4 14.1 7.2 3950 240 106 8.6 11800 450 170 16.3 14700 500 185 18 27 17900 550 200 19 30 21200 600 215 21.1 12.2 6900 320 131 11.1 10.2 764 100 55 4.5 11.7 8.3 8670 360 143 13 19.1 15.5 2850 220 110 5.8 16.5 10700 400 155 14.9 9. Web Th.3 3340 220 98 8.8 3910 270 135 6.7 5380 330 160 7.5 11.6 1830 160 74 6. 5 28 23900 .5 18 13100 300 300 11 19 14900 320 300 11.5 4530 190 200 6.5 26 24160 690 300 14.6 9880 500 200 10.5 11800 280 280 10.5 20.5 17100 360 300 12.400 180 8.5 27 26050 790 300 15 28 28580 890 300 16 30 32050 990 300 16.5 14 6530 200 200 9 15 7810 220 220 9.5 13350 350 300 10 17.5 22.5 8680 270 280 8 13 9730 290 300 8.5 8.5 16100 340 300 12 21.5 12.5 16 9100 240 240 10 17 10600 260 260 10 17.5 11 3400 140 140 7 12 4300 160 160 8 13 5430 180 180 8.6 13.4 14.1 17.5 16.5 24 21180 590 300 13 25 22650 640 300 13.5 8450 450 190 9.2 13400 600 220 12 19 15600 96 100 5 8 2120 114 120 5 8 2530 133 140 5.5 21 17800 490 300 12 23 19750 540 300 12.5 10 5380 210 220 7 11 6430 230 240 7.5 31 34680 100 6 10 12 2600 120 120 6.5 12 7680 250 260 7.5 18100 400 300 13.2 16 11600 550 210 11.5 3140 152 160 6 9 3880 171 180 6 9.5 24 19800 450 300 14 26 21800 500 300 14.5 14280 390 300 11 19 15900 440 300 11.5 14 11250 310 300 9 15.5 12440 330 300 9. 550 300 15 29 25400 600 300 15.5 33 33400 900 300 18.5 30 27000 650 300 16 31 28600 700 300 17 32 30600 800 300 17.5 35 37100 1000 300 19 36 40000 . Temperature Plots 1000 900 800 Temperature (°C) 700 600 500 400 300 200 100 0 0 20 40 60 80 100 120 Time (mins) Slab Top Slab Bottom Unprotected Beam Mesh Fire 140 . 00 800 7.00 700 6.00 600 5.8.00 0 0 20 40 Slab Capacity Total Capacity 60 80 Unprotected Beam Capacity Time (Min) Deflection 100 120 140 Deflection (mm) Bending capacity (kN/m2) Capacities and Displacement .00 300 2.00 100 0.00 200 1.00 500 4.00 400 3. 1000 Trough 900 Crest 800 Test crest Temperature (°C) 700 Test trough 600 500 400 300 200 100 0 0 20 40 60 Depth into slab (mm) 80 100 120 . 875 175 186 229 312 352 363 374 385 3.7 210 224 276 351 365 363 129 123 104 80 66 61 56.875 165 175 215 301 352 369 384 404 418 425 424 3.875 5.375 49.625 1 95 99 120 209 271 294 316 349 381 409 431 443 440 423 401 69 63 44 20 6 1 210 224 276 351 365 363 .0 20.875 158 167 205 292 347 366 384 408 427 439 443 438 425 3.875 169 179 220 305 353 368 382 399 410 415 3.3 2.3 7.0 2.3 7.125 41.2.375 20.875 34.875 178 189 233 314 350 359 367 3.875 172 182 224 308 353 367 379 393 401 3.875 181 192 237 317 348 350 10 186 198 243 322 346 346 40.3 7.0 10.625 27.125 12.3 7.3 7.0 28.0 7.7 202 215 265 340 356 355 40.0 99 95 99 120 209 271 294 316 349 381 409 431 443 440 423 401 10 151 159 195 284 341 361 380 407 429 445 452 450 437 413 393 3.875 162 171 210 297 350 368 385 407 423 433 435 429 3.3 7.3 7.0 8. 500 450 400 350 300 250 200 150 100 50 0 0 20 40 60 80 100 120 . Grid for dovetail 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 22 113 105 97 89 81 73 65 57 49 41 33 25 17 9 1 114 106 98 90 82 74 66 58 50 42 34 26 18 10 2 22 22 22 22 22 22 22 22 22 77 22 22 22 22 22 22 22 22 22 22 22 22 22 22 77 77 22 22 22 22 22 22 22 22 22 22 22 22 22 77 77 77 22 22 22 22 22 22 22 22 22 22 22 22 77 77 77 77 22 22 22 22 22 22 22 22 22 22 22 77 77 77 77 77 22 22 22 22 22 22 22 22 22 22 77 77 77 77 77 77 115 107 99 91 83 75 67 59 51 43 35 27 19 11 3 116 108 100 92 84 76 68 60 52 44 36 28 20 12 4 117 109 101 93 85 77 69 61 53 45 37 29 21 13 5 118 110 102 94 86 78 70 62 54 46 38 30 22 14 6 119 111 103 95 87 79 71 63 55 47 39 31 23 15 7 120 112 104 96 88 80 72 64 56 48 40 32 24 16 8 . 00 2.80 9.00 10.3 155 164 183 207 234 264 293 313 315 2.40 9.80 2.00 9.40 9.80 9.25 155 163 183 207 236 269 304 338 360 387 424 443 440 412 382 2.3 155 164 183 207 234 263 291 309 311 2.40 9.2.80 9.3 155 164 183 207 235 265 295 317 322 2.40 9.3 155 164 183 206 234 263 290 307 308 2.00 120.3 155 164 183 206 233 262 289 305 306 410 426 422 397 370 421 417 393 367 412 388 362 383 356 345 .40 8.00 40 153 162 182 207 238 274 315 354 376 403 439 459 455 424 390 16.00 9.80 9. . 8.5 155 164 183 206 233 261 287 302 303 119 113 103 94 85 75 66 57 52 46 36 27 17 7 1 153 162 182 207 238 274 315 354 376 403 439 459 455 424 390 .