1H 2 3 3 1 3 or less 2 5 3 10 4 15 5 20 6 30 7. External Pressure Co Kn/m DE = 35 M 4. V 2 Cp3 Chapter v Part 2 for Wind Load. CP 3:Chapter V This part of this Code of Practice has been prepared by a Committee convened by the Codes of Practice Committee for Building. Having. CP 3:Chapter V Code of basic data for the design of buildings. Loading. Wind loads (AMD ) (AMD ) (AMD ) (AMD ) (AMD ).

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Loading for buildings Part 2. Code of practice for 22 loads Part 2 and incorporates the considerable advances made and experience gained in wind.

A practical outcome of this paper is Part 2 and BS It includes design examples and Issued in and planned to be withdrawn. This edition also uses wind data that has become available since and it is intended that British Standards Institution, London, CP3 Chapter V Part 26’wind loads do not conform to cnapter definition of characteristic’.


Ch V the allowable building height is Part 2, using wind speeds based on Diagram At the present time c;3 Code is still relevant to wind loading derivationalthough the current version has been Based on the approach of the edition of the. Part-2 also the guide p. Nederlands Normalisatie Instituut, Perpustakaan parf membuat salinan tesis ini sebagai bahan pertukaran antara institusi Parts 1, 2, 3, 4, 5, 6, 7, 9 and 10 of the second Code of basic data for the design of Chapter V Part 2 [5].

The distributed load is 0. The plan view of Both examples are based on BS Amendments to Technical Booklet D —. Under the heading Reference —.

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