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Steel Construction Institute

With over 30 years experience, the Steel Construction Institute provide technical expertise and best practice to the steel construction sector.

Silwood Park
Ascot
SCI
UK
Website: http://www.steel-sci.org/
Email: reception@steel-sci.com
Tel: +44 (0)1344 636525

Documents by this publisher

Page 27 of 38

Series details Title Year Status
Publication 291 Structural design of stainless steel. Part 13 - A. Dimensions and gross section properties (14 of 19) 2001 Withdrawn
Publication 291 Structural design of stainless steel. Part 14 - B. Section classification and effective section properties (15 of 19) 2001 Withdrawn
Publication 291 Structural design of stainless steel. Part 15 - C. Member capacities - grade 1.4301 (304) (16 of 19) 2001 Withdrawn
Publication 291 Structural design of stainless steel. Part 16 - D. Member capacities - grade 1.4401 (316) and 1.4404 (316L) (17 of 19) 2001 Withdrawn
Publication 291 Structural design of stainless steel. Part 17 - E. Member capacities - grade 1.4362 (SAF 2304) (18 of 19) 2001 Withdrawn
Publication 291 Structural design of stainless steel. Part 18 - F. Member capacities - grade 1.4462 (2205) (19 of 19) 2001 Withdrawn
Publication 291 Structural design of stainless steel 2001 Current
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 0 - Title page, contents, foreword, summary (1 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 1 - In-plane stability checks in BS 5950-1:2000 (2 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 2 - Introduction to in-plane stability (3 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 3 - Sway-check method (4 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 4 - Amplified moments method (5 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 5 - Second-order analysis (6 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 6 - Member checks (7 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 7 - References (8 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 8 - Appendix A - Second-order analysis of common portals 'by hand' (9 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 9 - Appendix B - Second order analysis of tied portals 'by hand' (10 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 10 - Appendix C - Effective stiffness of members (11 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 11 - Appendix D - Deflections from horizontal loads for 'hand' second-order calculations (12 of 17) 2001 Withdrawn
Publication 292 In-plane stability of portal frames to BS 5950-1:2000. Part 12 - Appendix E - Hinge deflections by interpolation (13 of 17) 2001 Withdrawn

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