Isbn: 9780412068713 - structural design guide: to the aisc (lrfd) specification for buildings (10 resultados)

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  • Idioma: Inglés

    Editorial: Springer, 1996

    0412068710 / 9780412068713

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    Librería: GreatBookPrices, Columbia, MD, Estados Unidos de AmericaGreatBookPrices

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  • Idioma: Inglés

    Editorial: Springer, 1996

    0412068710 / 9780412068713

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    Librería: GreatBookPrices, Columbia, MD, Estados Unidos de AmericaGreatBookPrices

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    Condición: As New. Unread book in perfect condition.

  • Idioma: Inglés

    Editorial: Springer, 1996

    0412068710 / 9780412068713

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    Librería: Ria Christie Collections, Uxbridge, Reino UnidoRia Christie Collections

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    Condición: New. In English.

  • Idioma: Inglés

    Editorial: Chapman and Hall, 1996

    0412068710 / 9780412068713

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    Librería: Kennys Bookshop and Art Galleries Ltd., Galway, GY, IrlandaKennys Bookshop and Art Galleries Ltd.

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    Condición: New. Explains the American Institute for Steel Construction (AISC) Load and Resistance Factor Design (LRFD) Specifications and Commentary. This guide provides readers with specification interpretations, analysis and design examples, and graphs providing solutions to complex code formulas. Editor(s): Hoffman, Edward S.; Gouwens, Albert S.; Gustafson, David P. (Concrete Reinforcing Steel Institute, Schaumburg, IL, USA); Rice, Paul F. Num Pages: 308 pages, biography. BIC Classification: TGM; TNC. Category: (UU) Undergraduate; (XV) Technical / Manuals. Dimension: 229 x 152 x 22. Weight in Grams: 640. . 1996. 2nd ed. 1996. Hardback. . . . . …

  • Idioma: Inglés

    Editorial: Chapman and Hall, 1996

    0412068710 / 9780412068713

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    Librería: Kennys Bookstore, Olney, MD, Estados Unidos de AmericaKennys Bookstore

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    Condición: New. Explains the American Institute for Steel Construction (AISC) Load and Resistance Factor Design (LRFD) Specifications and Commentary. This guide provides readers with specification interpretations, analysis and design examples, and graphs providing solutions to complex code formulas. Editor(s): Hoffman, Edward S.; Gouwens, Albert S.; Gustafson, David P. (Concrete Reinforcing Steel Institute, Schaumburg, IL, USA); Rice, Paul F. Num Pages: 308 pages, biography. BIC Classification: TGM; TNC. Category: (UU) Undergraduate; (XV) Technical / Manuals. Dimension: 229 x 152 x 22. Weight in Grams: 640. . 1996. 2nd ed. 1996. Hardback. . . . . Books ship from the US and Ireland. …

  • Idioma: Inglés

    Editorial: Springer US Aug 1996, 1996

    0412068710 / 9780412068713

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    Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.

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    Buch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -I I This book is intended to guide practicing structural engineers into more profitable routine designs with the AISC Load and Resistance Factor Design Specification (LRFD) for structural steel buildings. LRFD is a method of proportioning steel structures so that no applica ble limit state is exceeded when the structure is subjected to all appro priate factored load combinations. Strength limit states are related to safety, and concern maximum load carrying capacity, Serviceability limit states are related to performance under service load conditions such as deflections. The term 'resistance' includes both strength states and serviceability limit states. LRFD is a new approach to the design of structural steel for buildings. It involves explicit consideration of limit states, multiple load factors and resistance factors, and implicit probabilistic determination of relia bility. The type of factoring used by LRFD differs from the allowable stress design of Chapters A through M of the 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design, where only the resistance is divided by a factor of safety to obtain an allowable stress, and from the plastic design provisions of Chapter N, where the loads are multi plied by a common load factor of 1.7 for gravity loads and 1.3 for gravity loads acting with wind or seismic loads. LRFD offers the structural engineer greater flexibility, rationality, and economy than the previous 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design. 320 pp. Englisch.…

  • Idioma: Inglés

    Editorial: Springer US, 1996

    0412068710 / 9780412068713

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    Librería: moluna, Greven, Alemaniamoluna

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    Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. I I This book is intended to guide practicing structural engineers into more profitable routine designs with the AISC Load and Resistance Factor Design Specification (LRFD) for structural steel buildings. LRFD is a method of proportioning steel structures s.…

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    Idioma: Inglés

    Editorial: Springer US, 1996

    0412068710 / 9780412068713

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    Buch. Condición: Neu. Structural Design Guide | To the AISC (LRFD) Specification for Buildings | Edward S. Hoffman (u. a.) | Buch | x | Englisch | 1996 | Springer US | EAN 9780412068713 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu Print on Demand. …

  • Idioma: Inglés

    Editorial: Humana, 1996

    0412068710 / 9780412068713

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    Librería: AHA-BUCH GmbH, Einbeck, AlemaniaAHA-BUCH GmbH

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    Buch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - I I This book is intended to guide practicing structural engineers into more profitable routine designs with the AISC Load and Resistance Factor Design Specification (LRFD) for structural steel buildings. LRFD is a method of proportioning steel structures so that no applica ble limit state is exceeded when the structure is subjected to all appro priate factored load combinations. Strength limit states are related to safety, and concern maximum load carrying capacity, Serviceability limit states are related to performance under service load conditions such as deflections. The term 'resistance' includes both strength states and serviceability limit states. LRFD is a new approach to the design of structural steel for buildings. It involves explicit consideration of limit states, multiple load factors and resistance factors, and implicit probabilistic determination of relia bility. The type of factoring used by LRFD differs from the allowable stress design of Chapters A through M of the 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design, where only the resistance is divided by a factor of safety to obtain an allowable stress, and from the plastic design provisions of Chapter N, where the loads are multi plied by a common load factor of 1.7 for gravity loads and 1.3 for gravity loads acting with wind or seismic loads. LRFD offers the structural engineer greater flexibility, rationality, and economy than the previous 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design.…

  • Idioma: Inglés

    Editorial: Springer US, Springer US Aug 1996, 1996

    0412068710 / 9780412068713

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    Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000

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    Buch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -I I This book is intended to guide practicing structural engineers into more profitable routine designs with the AISC Load and Resistance Factor Design Specification (LRFD) for structural steel buildings. LRFD is a method of proportioning steel structures so that no applica ble limit state is exceeded when the structure is subjected to all appro priate factored load combinations. Strength limit states are related to safety, and concern maximum load carrying capacity, Serviceability limit states are related to performance under service load conditions such as deflections. The term 'resistance' includes both strength states and serviceability limit states. LRFD is a new approach to the design of structural steel for buildings. It involves explicit consideration of limit states, multiple load factors and resistance factors, and implicit probabilistic determination of relia bility. The type of factoring used by LRFD differs from the allowable stress design of Chapters A through M of the 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design, where only the resistance is divided by a factor of safety to obtain an allowable stress, and from the plastic design provisions of Chapter N, where the loads are multi plied by a common load factor of 1.7 for gravity loads and 1.3 for gravity loads acting with wind or seismic loads. LRFD offers the structural engineer greater flexibility, rationality, and economy than the previous 1989 Ninth Edition of the AISC Specifications for Allowable Stress Design.Springer-Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 320 pp. Englisch.…