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

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Series details	Title	Year	Status
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 Part 18 - F. Member capacities - grade 1.4462 (2205) (19 of 19)	2001	Withdrawn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 Part 0 - Title page, contents, foreword, summary (1 of 17)	2001	Withdrawn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 Part 1 - In-plane stability checks in BS 5950-1:2000 (2 of 17)	2001	Withdrawn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 Part 2 - Introduction to in-plane stability (3 of 17)	2001	Withdrawn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 Part 3 - Sway-check method (4 of 17)	2001	Withdrawn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 Part 4 - Amplified moments method (5 of 17)	2001	Withdrawn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 Part 5 - Second-order analysis (6 of 17)	2001	Withdrawn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 Part 6 - Member checks (7 of 17)	2001	Withdrawn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 Part 7 - References (8 of 17)	2001	Withdrawn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 Part 8 - Appendix A - Second-order analysis of common portals 'by hand' (9 of 17)	2001	Withdrawn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 Part 9 - Appendix B - Second order analysis of tied portals 'by hand' (10 of 17)	2001	Withdrawn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 Part 10 - Appendix C - Effective stiffness of members (11 of 17)	2001	Withdrawn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 Part 11 - Appendix D - Deflections from horizontal loads for 'hand' second-order calculations (12 of 17)	2001	Withdrawn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 Part 12 - Appendix E - Hinge deflections by interpolation (13 of 17)	2001	Withdrawn
Publication 292	In-plane stability of portal frames to BS 5950-1:2000. Part 13 - Worked Example 1 - Single span roof portal frame (14 of 17)	2001	Withdrawn
Publication 292	In-plane stability of portal frames to BS 5950-1:2000. Part 14 - Worked Example 2 - Tied portal frame (15 of 17)	2001	Withdrawn
Publication 292	In-plane stability of portal frames to BS 5950-1:2000. Part 15 - Worked Example 3 - Two-span portal frame (16 of 17)	2001	Withdrawn
Publication 292	In-plane stability of portal frames to BS 5950-1:2000. Part 16 - Worked Example 4 - Two-span portal frame with hit/miss internal columns (17 of 17)	2001	Withdrawn
Publication 292	In-plane stability of portal frames to BS 5950-1:2000	2001	Current

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