The purpose of this publication is to apply the principles of limit stale design given in BS 8110 by means of a simple worked example for a reinforced concrete building frame. The calculations and details arc presented in a form suitable for design office purposes and are generally in accordance with the following pLihI ications.
BRITISH STANDARDS INSTITtJTION Siructural use 0/concrete. Part I . Code of practice/or design and construction. Milton Keynes, BSI. 1997. 120 pp. BS 8110 Part I: 1997.
H M STATIONERY OFFICE. Building and buildings. The Building Regnlation.v 1991 (Amended 1994). HMSO, London. 21 pp. Statutory Instruments No. 2768.
BRITISH STANDARDS INSTITUTION Loading/or buildings. Part I . Code 0/practice br dead and inposed loads. Milton Keynes. BSI. 1996. It) pp. BS 6399 : Part I 1996.
BRITISH STANDARDS INSTITUTION. Loading/or buildings. Part 2. Code 0/practice Jiir wind loads. Milton Keynes, BSI. 1995. 82 pP BS 6399 : Part 2: 1995.
BRITISH STANDARDS INSTITUTION. Loading /ir buildings. Part 3. (ode 0/practice /r imposed roo/ loads. Milton Keynes. BSI. 1988. 23 pp. BS 6399 : Part 3: 1988.
BRITISH STANDARDS INSTlThTIO'J. Specification /or scheduling, dimensioning, bendin' (111(1 cutiin' steel rein/irceinent/r concrete. Milton Keynes, BSI. 1989. 20 PP BS 4466 : 1989.
THE CONCRETE SOCIETY AND THE INSTITUTION OF STRUCTURAL F.NGINEERS,
5iandard method o/detailnig structural concrete. London. The Institution. 1989.
138 pp.
5iandard method o/detailnig structural concrete. London. The Institution. 1989.
138 pp.
Download
Code
Design and Detailing of a Laboratory/Office building ( BS 8110:1997 ) http://www.mediafire.com/?9hbqg4bli16wv3i
0 comments:
Post a Comment