Steel Construction Institute

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

Website: http://www.steel-sci.org/
Email: reception@steel-sci.com

Documents by this publisher

Series details	Title	Year	Status
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 (2 of 25)	2003	Withdrawn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 (3 of 25)	2003	Withdrawn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 (4 of 25)	2003	Withdrawn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 (5 of 25)	2003	Withdrawn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 (6 of 25)	2003	Withdrawn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 (7 of 25)	2003	Withdrawn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 (8 of 25)	2003	Withdrawn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 (9 of 25)	2003	Withdrawn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 (10 of 25)	2003	Withdrawn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 (11 of 25)	2003	Withdrawn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 (12 of 25)	2003	Withdrawn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 (13 of 25)	2003	Withdrawn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
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 17 - Example 17 Beam subject to combined biaxial bending and compression (semi-compact section). (18 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 18 - Example 18 Beam subject to combined biaxial bending and compression (slender section). (19 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 19 - Example 19 Lattice beam. (20 of 25)	2003	Withdrawn
Publication 326	Steelwork design guide to BS 5950-1:2000. Volume 2. Worked examples. Part 20 - Example 20 Gantry girder, using a UB with a plated top flange. (21 of 25)	2003	Withdrawn