P26 金属结构工程 标准查询与下载
共找到 507 条与 金属结构工程 相关的标准，共 34 页
Part 4.2 of Eurocode 3 provides principles and application rules for the structural design of vertical cylindrical and rectangular above ground steel tanks for the storage of liquid products with the following characteristics a) characteristic internal pressures above the liquid level not less than - 100 mbar and not more than 500 mbar; b) design metal temperature in the range of - 50 ℃ to + 300 ℃. For tanks constructed using austenitic stainless steels, the design metal temperature may be in the range of - 165 ℃ to + 300℃. For fatigue loaded tanks, the temperature should be limited to T < 150 ℃; c) maximum design liquid level not higher than the top of the cylindrical and rectangular tank.
Eurocode 3: Design of steel structures - Part 4-2: Tanks; German version EN 1993-4-2:2007 + AC:2009
- ICS
- 23.020.10;91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
Eurocode 3: Design of steel structures - Part 1-12: Additional rules for the extension of EN 1993 up to steel grades S700; German version EN 1993-1-12:2007 + AC:2009
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-10: Material toughness and through-thickness properties
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
P EN 1999 applies to the design of the buildings and civil engineering works in aluminium. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and verification that are given in EN 1990 - Basis of structural design.
Eurocode 9: Design of aluminium structures - Part 1-2: Structural fire design; German version EN 1999-1-2:2007 + AC:2009
- ICS
- 13.220.50;91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 4-1: Silos, tanks and pipelines - Silos
- ICS
- 65.040.20;91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
National Annex - Nationally determined parameters - Eurocode 3: Design of steel Structures - Part 1-7: Plated structures subject to out of plane loading
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-6: Strength and stability of shell structures
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
This Part 3.2 of EN 1993 applies to the structural design of vertical steel chimneys of circular or conical section. It covers chimneys that are cantilevered. supported at intermediate levels or guyed.
Eurocode 3: Design of steel structures - Part 3-2: Towers, masts and chimneys - Chimneys; German version EN 1993-3-2:2006
- ICS
- 91.010.30;91.060.40;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
EN 1993-1-7 provides basic design rules for the structural design of unstiffened and stiffened plated which form part of plated structures such as silos, tanks or containers, that are loaded by out of plane actions.It is intended to be used in conjuction with EN 1993-1-1 and the relevant application atandards.
Eurocode 3: Design of steel structures - Part 1-7: Plated structures subject to out of plane loading; German version EN 1993-1-7:2007 + AC:2009
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
This part 4-3 of EN 1993 provides principles and application rules for the structural design of cylindrical steel pipelines for the transport of liquids or gases or mixtures of liquids and gases at ambient temperatures, which are not treated by other European standards covering particular applications.
Eurocode 3: Design of steel structures - Part 4-3: Pipelines; German version EN 1993-4-3:2007 + AC:2009
- ICS
- 65.040.20;91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
National Annex - Nationally determined parameters - Eurocode 9: Design of aluminium structures - Part 1-4: Supplementary rules for trapezoidal sheeting
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 6: Crane supporting structures
- ICS
- 53.020.20;91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
National Annex - Nationally determined parameters - Eurocode 3: Design of steel structures - Part 1-9: Fatigue
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
Eurocode 3 applies to the design of buildings and civil engineering works in steel. It complies with the principles and requirements for the safety and serviceability of structures, the basis of their design and veification that are given in EN 1990-Basis of structural design.
Eurocode 3: Design of steel structures - Part 1-1: General rules and rules for buildings; German version EN 1993-1-1:2005 + AC:2009
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-12
- 实施
Eurocode 3 - Design of steel structures - Part 4-1 : silos - National Annex to NF EN 1993-4-1:2007 - Silos.
- ICS
- 91.080.10
- CCS
- P26
- 发布
- 2010-09-01
- 实施
- 2010-09-25
本规程适用于建筑工程的单层框架、多层框架、空间网格、面板以及幕墙等铝合金结构工程的施工。
Specification for construction of aluminium structures
- ICS
- CCS
- P26
- 发布
- 2010-07-20
- 实施
- 2011-03-01
This European Standard specifies a test method for determining the contribution made by applied reactive fire protection systems to the fire resistance of structural steel members, which can be used as beams or columns. It considers only sections without openings in the web. It is not directly applicable to structural tension members without further evaluation. Results from analysis of I or Hsections are directly applicable to angles, channels and T-sections for the same section factor, whether used as individual elements or as bracing. This European Standard does not apply to solid bar or rod. It covers fire protection systems that involve only reactive materials and not to passive fire protection materials as defined in this document. The evaluation is designed to cover a range of thicknesses of the applied fire protection material, a range of steel sections, characterized by their section factors, a range of design temperatures and a range of valid fire protection classification periods. This European Standard contains the fire test procedures, which specifies the tests which should be carried out to determine the ability of the fire protection system to remain coherent and attached to the steelwork, and to provide data on the thermal characteristics of the fire protection system, when exposed to the standard temperature/time curve specified in EN 1363-1. In special circumstances, where specified in National Building Regulations, there can be a need to subject reactive protection material to a smouldering curve, the test for this and the special circumstances for its use are described in Annex A. The fire test methodology makes provision for the collection and presentation of data, which can be used as direct input to the calculation of fire resistance of steel structural members in accordance with the procedures given in EN 1993-1-2 and EN 1994-1-2. This European Standard also contains the assessment, which prescribes how the analysis of the test data shall be made and gives guidance on the procedures by which interpolation should be undertaken. The assessment procedure is used to establish: a) on the basis of temperature data derived from testing loaded and unloaded sections, a correction factor and any practical constraints on the use of the fire protection system under fire test conditions (the physical performance); b) on the basis of the temperature data derived from testing short steel sections, the thermal properties of the fire protection system (the thermal performance). The limits of applicability of the results of the assessment arising from the fire test are defined, together with permitted direct application of the results to different steel sections and grades and to the fire protection system. The results of the test and assessment obtained according to this European Standard are directly applicable to steel sections of I and H cross sectional shape and hollow sections.
Test methods for determining the contribution to the fire resistance of structural members - Applied reactive protection to steel members
- ICS
- 13.220.50
- CCS
- P26
- 发布
- 2010-05-31
- 实施
- 2010-05-31
Eurocode 3 - Design of steel structures - Part 1-6 : strength and Stability of Shell Structures - National Annex to NF EN 1993-1-6:2007 - Strength and Stability of Shell Structures.
- ICS
- 91.010.30;91.080.10
- CCS
- P26
- 发布
- 2010-05-01
- 实施
- 2010-05-07
