Cargando…
Specification for the design of cold-formed stainless steel structural members /
'Specification for the Design of Cold-Formed Stainless Steel Structural Members' provides design criteria for the determination of the strength of stainless steel structural members and connections for use in buildings and other statically loaded structures. The members may be cold-formed...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor Corporativo: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Reston, VA :
American Society of Civil Engineers,
©2002.
|
| Colección: | ASCE standard
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
| LEADER | 00000cam a2200000Ia 4500 | ||
|---|---|---|---|
| 001 | KNOVEL_ocn698590611 | ||
| 003 | OCoLC | ||
| 005 | 20231027140348.0 | ||
| 006 | m o d | ||
| 007 | cr cn||||||||| | ||
| 008 | 010222s2002 vaua ob 001 0 eng d | ||
| 040 | |a E7B |b eng |e pn |c E7B |d OCLCQ |d N$T |d OCLCQ |d OCLCF |d VLB |d COO |d ZCU |d OCLCQ |d EBLCP |d DEBSZ |d OCLCQ |d AZK |d UIU |d DKU |d OCLCQ |d UAB |d MERUC |d OCLCQ |d CDN |d OCLCO |d CEF |d RRP |d OCLCQ |d YOU |d AU@ |d OCL |d OCLCQ |d OCLCO |d OCLCQ | ||
| 019 | |a 764547670 |a 782957787 |a 922965776 |a 961508804 |a 962695546 | ||
| 020 | |a 9780784470800 |q (electronic bk.) | ||
| 020 | |a 0784470804 |q (electronic bk.) | ||
| 020 | |z 9780784405567 | ||
| 020 | |z 0784405565 | ||
| 029 | 1 | |a DEBBG |b BV043623698 | |
| 029 | 1 | |a DEBSZ |b 449625656 | |
| 029 | 1 | |a NZ1 |b 13869587 | |
| 035 | |a (OCoLC)698590611 |z (OCoLC)764547670 |z (OCoLC)782957787 |z (OCoLC)922965776 |z (OCoLC)961508804 |z (OCoLC)962695546 | ||
| 043 | |a n-us--- | ||
| 050 | 4 | |a TA684 |b .S652 2002eb | |
| 072 | 7 | |a TEC |x 063000 |2 bisacsh | |
| 082 | 0 | 4 | |a 624.1/821 |2 21 |
| 049 | |a UAMI | ||
| 245 | 0 | 0 | |a Specification for the design of cold-formed stainless steel structural members / |c American Society of Civil Engineers. |
| 260 | |a Reston, VA : |b American Society of Civil Engineers, |c ©2002. | ||
| 300 | |a 1 online resource (xxii, 110 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a ASCE standard | |
| 504 | |a Includes bibliographical references and index. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | 0 | |g 1. |t General Provisions -- |g 1.1. |t Limits of Applicability and Terms -- |g 1.2. |t Nonconforming Shapes and Constructions -- |g 1.3. |t Material -- |g 1.4. |t Loads -- |g 1.5. |t Structural Analysis and Design -- |g 2. |t Elements -- |g 2.1. |t Dimensional Limits and Considerations -- |g 2.2. |t Effective Widths of Stiffened Elements -- |g 2.3. |t Effective Widths of Unstiffened Elements -- |g 2.4. |t Effective Widths of Elements with Edge Stiffener or One Intermediate Stiffener -- |g 2.5. |t Effective Widths of Edge-Stiffened Elements with Intermediate Stiffeners or Stiffened Elements with More Than One Intermediate Stiffener -- |g 2.6. |t Stiffeners -- |g 3. |t Members -- |g 3.1. |t Properties of Sections -- |g 3.2. |t Tension Members -- |g 3.3. |t Flexural Members. |
| 520 | |a 'Specification for the Design of Cold-Formed Stainless Steel Structural Members' provides design criteria for the determination of the strength of stainless steel structural members and connections for use in buildings and other statically loaded structures. The members may be cold-formed to shape from annealed and cold-rolled sheet, strip, plate, or flat bar stainless steel material. Design criteria are provided for axially loaded tension or compression members, flexural members subjected to bending and shear, and members subjected to combined axial load and bending. The specification provides the design strength criteria using load and resistance factor design (LRFD) and the allowable stress design (ASD) methods. The reasoning behind and the justification for various provisions of the specification are also presented. The design strength requirements of this Standard are intended for use by structural engineers and those engaged in preparing and administrating local building codes. -- |c Provided by publisher. | ||
| 590 | |a Knovel |b ACADEMIC - Civil Engineering & Construction Materials | ||
| 590 | |a Knovel |b ACADEMIC - Mechanics & Mechanical Engineering | ||
| 590 | |a Knovel |b ACADEMIC - Metals & Metallurgy | ||
| 650 | 0 | |a Building, Iron and steel |v Specifications |z United States. | |
| 650 | 0 | |a Steel, Structural |v Specifications |z United States. | |
| 650 | 0 | |a Load factor design. | |
| 650 | 6 | |a Facteur de charge. | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Structural. |2 bisacsh | |
| 650 | 7 | |a Building, Iron and steel. |2 fast |0 (OCoLC)fst00840918 | |
| 650 | 7 | |a Load factor design. |2 fast |0 (OCoLC)fst01001003 | |
| 650 | 7 | |a Steel, Structural. |2 fast |0 (OCoLC)fst01132810 | |
| 651 | 7 | |a United States. |2 fast |0 (OCoLC)fst01204155 | |
| 655 | 7 | |a Specifications. |2 fast |0 (OCoLC)fst01423860 | |
| 710 | 2 | |a American Society of Civil Engineers. | |
| 776 | 0 | 8 | |i Print version: |t Specification for the design of cold-formed stainless steel structural members. |d Reston, VA : American Society of Civil Engineers, ©2002 |w (DLC) 2001022355 |
| 810 | 2 | |a American Society of Civil Engineers. |t ASCE standard. | |
| 856 | 4 | 0 | |u https://appknovel.uam.elogim.com/kn/resources/kpSDCFSSS1/toc |z Texto completo |
| 938 | |a ProQuest Ebook Central |b EBLB |n EBL3115358 | ||
| 938 | |a ebrary |b EBRY |n ebr10435372 | ||
| 938 | |a EBSCOhost |b EBSC |n 442829 | ||
| 994 | |a 92 |b IZTAP | ||