By J. S. Hensman, A. G. J. Way
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Extra resources for Wind-moment design of unbraced composite frames
Example text
The ‘X’ informs the contractor that the bars need specific, non-standard properties. It is recommended that, if possible, the reinforcement supplier uses coloured labels to clearly distinguish the high elongation ‘X’ bars on site. In case of doubt concerning the elongation capacity of bars, approximately half the UK manufacturers provide reinforcement suppliers with appropriate test information. It should therefore be relatively easy for the contractor to confirm suitability with his reinforcement supplier.
1: No. of storeys = 4 OK No. wpd 51 = 9/9 = 1 OK 19 October 2001 P264: Wind-moment Design of Unbraced Composite Frames Discuss me ... 4 Design The members were designed using rules given in BS 5950-1:1990[2] and BS 5950-3: 1990[3], with additional requirements as specified in this publication. Created on 30 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement Member capacities were either obtained directly from tables given in Steelwork design guide to BS 5950: Part 1:1990 - Volume 1[18] or calculated using the method given in BS 5950-3.
Cap. (kN) (kN) Tension Zone Fr1 Column Serial Size Compression Zone Fr2 (kN) S355 Reinforcement option A B C D E F G H Tension Web Panel Zone Compn. Shear Cap. Cap. Fr1 Fr2 Compression Zone Reinforcement option A B C D E F G H (kN) (kN) (kN) T T T T T T T S T T S S T S S S T T T S T T S S T S S S S S S S T T T T T T T T 1486 1217 974 788 1302 1105 944 787 T T T T S T T T T S T T T S S T T S S S T T T S S T T S S S T S S S S T S S S S T T T T T T T T T T 1865 1368 1116 909 713 1350 1062 915 774 649 T T T S S T T T S S T T S S S T T S S S T T T S S T T S S S T S S S S T S S S S T T T T T T T T T T 1802 1292 969 725 563 1149 892 717 566 465 T S S T S S S S S S S S S S S S S S S S S S S S T T T T T T 913 666 568 598 460 415 356x368 1000 849 725 605 1141 935 766 605 T T T T T T T T T T T S T T S S T S S S S S S S T T S S S S S S S S S S S S S S 1037 816 703 595 503 1432 1051 858 692 553 T T T T T T T T T T T T T S S T T S S S T S S S S T S S S S T T S S S T S S S S S S S S S S S S S S 882 685 551 434 360 1384 992 744 557 436 T T T T T T T T T T T T T S S T T S S S T S S S S T S S S S T T S S S T S S S S S S S S S S S S S S x x x x 202 177 153 129 305x305 x198 x158 x137 x118 x97 254x254 x167 x132 x107 x89 x73 Created on 30 March 2011 This material is copyright - all rights reserved.