Albert Gouwens (42 results)

Hardcover. Condition: Good. No Jacket. Missing dust jacket; Pages can have notes/highlighting. Spine may show signs of wear. ~ ThriftBooks: Read More, Spend Less.

Condition: Good. 3 Sub. Pages intact with minimal writing/highlighting. The binding may be loose and creased. Dust jackets/supplements are not included. Stock photo provided. Product includes identifying sticker. Better World Books: Buy Books. Do Good.

Condition: New.

Condition: New.

Condition: New.

Condition: New.

Condition: New. In English.

Condition: New. In English.

Condition: New. Provides engineers with the principles and tools needed to turn their familiarity with earlier ACI Codes into profitable, time-saving routine designs. This guide is intended as a reference for structural, civil, and architectural engineers. Num Pages: 466 pages, biography. BIC Classification: TNC; TNK. Category: (P) Professional & Vocational. Dimension: 234 x 156 x 26. Weight in Grams: 851. . 1998. 4th ed. 1998. Hardback. . . . .…

Buch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - This book is intended to guide practicing structural engineers familiar with ear lier ACI building codes into more profitable routine designs with the ACI 1995 Building Code (ACI 318-95). Each new ACI Building Code expresses the latest knowledge of reinforced concrete in legal language for safe design application. Beginning in 1956 with the introduction of ultimate strength design, each new code offered better uti lization of high-strength reinforcement and the compressive strength of the con crete itself. Each new code thus permitted more economy as to construction material, but achieved it through more detailed and complicated design calcula tions. In addition to competition requiring independent structural engineers to follow the latest code for economy, it created a professional obligation to fol low the latest code for accepted levels of structural safety. The increasing complexity of codes has encouraged the use of computers for design and has stimulated the development of computer-based handbooks. Before computer software can be successfully used in the structural design of buildings, preliminary sizes of structural elements must be established from handbook tables, estimates, or experienced first guesses for input into the com puter.…

Taschenbuch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - This book is intended to guide practicing structural engineers familiar with ear lier ACI building codes into more profitable routine designs with the ACI 1995 Building Code (ACI 318-95). Each new ACI Building Code expresses the latest knowledge of reinforced concrete in legal language for safe design application. Beginning in 1956 with the introduction of ultimate strength design, each new code offered better uti lization of high-strength reinforcement and the compressive strength of the con crete itself. Each new code thus permitted more economy as to construction material, but achieved it through more detailed and complicated design calcula tions. In addition to competition requiring independent structural engineers to follow the latest code for economy, it created a professional obligation to fol low the latest code for accepted levels of structural safety. The increasing complexity of codes has encouraged the use of computers for design and has stimulated the development of computer-based handbooks. Before computer software can be successfully used in the structural design of buildings, preliminary sizes of structural elements must be established from handbook tables, estimates, or experienced first guesses for input into the com puter.…

Condition: New. pp. 480 4th Edition.

Condition: New. pp. 484 4th Edition.

Condition: New.

Condition: New.

Condition: New. Provides engineers with the principles and tools needed to turn their familiarity with earlier ACI Codes into profitable, time-saving routine designs. This guide is intended as a reference for structural, civil, and architectural engineers. Num Pages: 466 pages, biography. BIC Classification: TNC; TNK. Category: (P) Professional & Vocational. Dimension: 234 x 156 x 26. Weight in Grams: 851. . 1998. 4th ed. 1998. Hardback. . . . . Books ship from the US and Ireland.…

Condition: As New. Unread book in perfect condition.

Condition: As New. Unread book in perfect condition.

Paperback. Condition: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Condition: New. In English.

Condition: New. In English.

Hardcover. Condition: Like New. LIKE NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

Condition: As New. Unread book in perfect condition.

Condition: As New. Unread book in perfect condition.

Condition: 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. . . . . …

Buch. Condition: Neu. Druck auf Anfrage 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.…

Condition: 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. …

Condition: New. pp. 320 2nd Edition.

Condition: New. pp. 320 9:B&W 6 x 9 in or 229 x 152 mm Case Laminate on Creme w/Gloss Lam.

Taschenbuch. Condition: 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.…