共找到 501 条与 金属结构工程 相关的标准,共 34 页
1.1 This specification covers nonstructural steel framing members in interior construction assemblies. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.3 The following safety hazards caveat pertains only to the test methods portion, Sections 9 and 10, of this specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Standard Specification for Nonstructural Steel Framing Members
1.1 This specification covers nonstructural steel framing members in interior construction assemblies. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.3 The following safety hazards caveat pertains only to the test methods portion, Sections 9 and 10, of this specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Standard Specification for Nonstructural Steel Framing Members
Provides design methods for determining the strength [resistance] and stiffness of cold-formed steel nonstructural members that are not a part of the gravity and lateral load resistance systems.
North American Standard for Cold-Formed Steel Framing - Nonstructural Members
SDI-T-CD-2011 is a new standard for structural testing of composite steel deck-slabs to be used by designers, specifiers, manufacturers, and installers of composite steeldeck slabs. The specification sets guidelines and requirements relating to methodsfor structural testing of composite steel deck slabs. Non-mandatory user notes andcommentary are included for further clarification and guidance.
Test Standard for Composite Steel Deck-Slabs
1.1 This specification covers the minimum requirements for the installation of interior nonstructural steel framing and furring members designed to receive screw-attached gypsum panel products. The steel framing and furring members covered in this specification are limited to those complying with Specification C645. 1.2 Details of construction for a specific assembly to achieve the required fire resistance, sound or acoustic rating shall be obtained from reports of fire-resistance tests, engineering evaluations, or listings from recognized fire testing, sound or acoustic laboratories. 1.3 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
Standard Specification for Installation of Steel Framing Members to Receive Screw-Attached Gypsum Panel Products
This standard establishes safety requirements for the erecting, handling, fitting, fastening, reinforcing and dismantling of structural steel, plate steel, steel joist, and metal deck at a final in-place field site during construction, maintenance and dismantling operations.
Safety Requirements for Steel Erection
1.1 This specification covers steel studs, runners (tracks), and bracing or bridging (with a base steel minimum thickness of not less than 0.0329 in. (0.836 mm)) for screw application of gypsum panel products and metal plaster bases in load-bearing (transverse and axial) construction assemblies. Steel of lesser thickness shall be permitted in additional engineered products. 1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard. 1.3 The following precautionary caveat pertains only to the test method portion, Section 8, of this specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases
Provides a new standard for quality control and quality assurance for installation of steel deck to be used by designers, specifiers, manufacturers, and installers of steel deck used in floors and roofs. The specification sets guidelines and requirements for quality control and quality assurance for installation of steel deck. Non-mandatory user notes and commentary are included for further clarification and guidance.
Standard for Quality Control and Quality Assurance for Installation of Steel Deck
In the absence of specific instructions to the contrary in the contract documents, the trade practice defined in this Code of Standard Practice would govern the design, fabrication and installation of cold-formed steel structural framing.
Code of Standard Practice for Cold-Formed Steel Structural Framing
National Annex - Nationally determined parameters - Eurocode 9: Design of aluminium structures - Part 1-5: Shell structures
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels
National Annex - Nationally determined parameters - Eurocode 3: Design of steel Structures - Part 1-7: Plated structures subject to out of plane loading
National Annex - Nationally determined parameters - Eurocode 9: Design of aluminium structures - Part 1-1: General rules
Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties; German version EN 1993-1-10:2005 + AC:2009
prEN 1993-1-11 gives design rules for sructures with tension components made of steel,which, due to their connections with the structure, are adjuctable and replaceable see Table 1.1
Eurocode 3: Design of steel structures - Part 1-11: Design of structures with tension components; German version EN 1993-1-11:2006 + AC:2009
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-8: Design of joints
Part 5 of DIN EN 1993 provides principles and application rules for the structural design of bearing piles and sheet piles made of steel. It also provides examples of detailing for foundation and retaining wall structures. The field of application includes: - steel piled foundations for civil engineering works on land and over water; - temporary or permanent structures needed to carry out steel piling work; - temporary or permanent retaining structures composed of steel sheet piles, including all kinds of combined walls.
Eurocode 3: Design of steel structures - Part 5: Piling; German version EN 1993-5:2007 + AC:2009
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-5: Plated structural elements
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 6: Crane supporting structures
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