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BS 4994:1987 – Specification for design and construction of vessels and tanks in reinforced plastics. British Standards. 1987-06-30. ISBN 0-580-15075-5. "Pressure Vessel Design Case Study". ESR Technology. Archived from the original on 2007-05-12. — a case study of the design process of a cylindrical vessel, using the BS 4994 methodology
BS 4515-2: Specification for welding of steel pipelines on land and offshore. Duplex stainless steel pipelines PD 6705-2: Structural use of steel and aluminium. Recommendations for the execution of steel bridges to BS EN 1090-2 PD 6705-3: Structural use of steel and aluminium. Recommendations for the execution of aluminium structures to BS EN ...
BS 0 A standard for standards specifies Development, Structure and Drafting of British Standards themselves. BS 1 Lists of Rolled Sections for Structural Purposes; BS 2 Specification and Sections of Tramway Rails and Fishplates; BS 3 Report on Influence of Gauge Length and Section of Test Bar on the Percentage of Elongation
BS 5400 consists of ten main parts: BS 5400-1:1988 Steel, concrete and composite bridges. General statement. BS 5400-2:2006 Steel, concrete and composite bridges. Specification for loads. BS 5400-3:2000 Steel, concrete and composite bridges. Code of practice for design of steel bridges. (This part of standard is being partially replaced)
In the Eurocode series of European standards (EN) related to construction, Eurocode 1: Actions on structures (abbreviated EN 1991 or, informally, EC 1) describes how to design load-bearing structures. It includes characteristic values for various types of loads and densities for all materials which are likely to be used in construction.
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Download QR code; Print/export Download as PDF; Printable version; In other projects Wikidata item; Appearance. ... BS 25999; BSI PAS 100; BS 857; BS 1088; BS 1362 ...
is the average tension measured in the cross section which correspond to the beam's Euler load w o , 1 {\displaystyle w_{o,1}} the amplitude of the initial geometrical imperfection c {\displaystyle c} distance from the cross section's centroid to the section's most stressed fiber