Structural use of steelwork in building - Code of practice for design of cold formed thin gauge sectionsBS 5950 5: 1998 gives recommendations for the design of structural steelwork in buildings and allied structures using cold formed sections. It is primarily intended for steel sections of thickness up to 8 mm. Requirements for materials and construction are given in BS 5950 7. Sections may be either open or closed and should be made up of flat elements bounded either by free edges or by bends with included angles not exceeding 1358 and internal radii

ISO 4126-5 is applicable for main valves having a flow diameter of 4 mm and above which are for use at pressures of 0

In the case of the first two levels

remains as low as reasonably practicable

What is BS OHSAS 18001:2007

Limits of sizes

Categories of system

enterprise

including indication of limits of temperature

Organizations providing security services

commercial organizations and public services

7 Preparation of apparatus

This document promotes accessibility following a Design for All approach in mainstream products goods and services and interoperability of these with assistive technologies