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 322	Acoustic performance of composite floors	2003	Current
Publication 324	Tension control bolts, grade S10T, in friction grip connections	2004	Current
Publication 325	Introduction to steelwork design to BS 5950-1:2000 (2006 reprint with minor corrections)	2003	Current
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 0 - Title page, foreword, contents and introduction. (1 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 1 - Example 1 Choosing a steel sub-grade. (2 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 2 - Example 2 Simply supported restrained beam. (3 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 3 - Example 3 Unrestrained beam with end moments. (4 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 4 - Example 4 Simply supported beam with lateral restraint at load application points. (5 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 5 - Example 5 Simply supported beam with lateral restraint at load application points using a class 3 UC. (6 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 6 - Example 6 Beam under combined bending and torsion using a UC section. (7 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 7 - Example 7 RHS beam under combined bending and torsion. (8 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 8 - Example 8 Continuous beam designed elastically. (9 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 9 - Example 9 Continuous beam designed plastically. (10 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 10 - Example 10 Pinned column using a non-slender UC. (11 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 11 - Example 11 Pinned column using a non-slender RHS. (12 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 12 - Example 12 Pinned column using a slender CHS. (13 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 13 - Example 13 Pinned column with intermediate restraint. (14 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 14 - Example 14 Continuous column in simple construction using a UC section. (15 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 15 - Example 15 Continuous column in simple construction using an RHS. (16 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 16 - Example 16 Beam subject to combined biaxial bending and compression (compact section). (17 of 25)	2003	Withdrawn

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