Name: Structural Performance of Cold-Formed Steel in a Composite Beam System (en Inglés)
Price: 1843.54 MXN
Availability: InStock
Author: Muhammad Lawan, Mustapha ; MD Tahir, Mahmood ; Mohammadhosseini, Hossein
ISBN: 9786200534361

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portada Structural Performance of Cold-Formed Steel in a Composite Beam System (en Inglés)

Formato

Libro Físico

Autor

Mustapha Muhammad Lawan

Mahmood MD Tahir

Hossein Mohammadhosseini

Editorial

LAP Lambert Academic Publishing

Idioma

Inglés

N° páginas

296

Encuadernación

Tapa Blanda

Dimensiones

22.9 x 15.2 x 1.7 cm

Peso

0.44 kg.

ISBN13

9786200534361

Categorías

Consejos sobre carreras profesionales y exitosas

Structural Performance of Cold-Formed Steel in a Composite Beam System (en Inglés)

Mustapha Muhammad Lawan (Autor) · Mahmood MD Tahir (Autor) · Hossein Mohammadhosseini (Autor) · LAP Lambert Academic Publishing · Tapa Blanda

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Reseña del libro "Structural Performance of Cold-Formed Steel in a Composite Beam System (en Inglés)"

In steel and construction industry, hot-rolled steel (HRS) section and cold-formed steel (CFS) section are two distinguished steel sections that are used. However, among the two steel sections, HRS is the most familiar among building contractors and engineers. The use and application of CFS sections started in the United States of America (USA) and Great Britain for decades, mainly for non-structural purposes only. Though, the use of CFS is expanding in the present era of building constructions. However, in the mid- 20th century, the structural use of CFS sections began especially for commercial and industrial building constructions. Recently, the use of CFS sections as an alternative material for roof structure keep increasing due to the quality assurance of steel structures. CFS sections are lightweight material produced by bending a flat steel sheet at room temperature into a desired shape that can withstand more load than the flat sheet itself; and are suitable for building construction owing to their high structural performance. The use of composite systems comprising of concrete and hot-rolled steel sections is well established as observed in current design codes.