SIST EN 1996-3:2006/AC:2009
(Corrigendum)Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1:2005 applies also to this EN 1996-3. NOTE: Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements are not considered. Eurocode 6 does not cover the special requirements of seismic design. P EN 1996-3 provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:;walls subjected to vertical loading and wind loading;;walls subjected to concentrated loads;;shear walls;;basement walls subjected to lateral earth pressure and vertical loads;;walls subjected to lateral loads but not subjected to vertical loads. P The rules given in EN 1996-3 are consistent with those given in EN 1996-1-1, but are more conservative in respect of the conditions and limitations of their use. For those types of masonry structure or parts of structures not covered by (1), the design shall be based on EN 1996-1-1. This EN 1996-3 applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2. The simplified calculation methods given in this EN 1996-3 do not cover the design for accidental situations.
Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 3: Vereinfachte Berechnungsmethoden für unbewehrte Mauerwerksbauten
Eurocode 6 - Calcul des ouvrages en maçonnerie - Partie 3: Méthodes de calcul simplifiées pour les ouvrages en maçonnerie non armée
Evrokod 6: Projektiranje zidanih konstrukcij - 3. del: Poenostavljene računske metode za nearmirane zidane konstrukcije
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Frequently Asked Questions
SIST EN 1996-3:2006/AC:2009 is a corrigendum published by the Slovenian Institute for Standardization (SIST). Its full title is "Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures". This standard covers: The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1:2005 applies also to this EN 1996-3. NOTE: Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements are not considered. Eurocode 6 does not cover the special requirements of seismic design. P EN 1996-3 provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:;walls subjected to vertical loading and wind loading;;walls subjected to concentrated loads;;shear walls;;basement walls subjected to lateral earth pressure and vertical loads;;walls subjected to lateral loads but not subjected to vertical loads. P The rules given in EN 1996-3 are consistent with those given in EN 1996-1-1, but are more conservative in respect of the conditions and limitations of their use. For those types of masonry structure or parts of structures not covered by (1), the design shall be based on EN 1996-1-1. This EN 1996-3 applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2. The simplified calculation methods given in this EN 1996-3 do not cover the design for accidental situations.
The scope of Eurocode 6 for Masonry Structures as given in 1.1.1 of EN 1996-1-1:2005 applies also to this EN 1996-3. NOTE: Eurocode 6 deals only with the requirements for resistance, serviceability and durability of structures. Other requirements are not considered. Eurocode 6 does not cover the special requirements of seismic design. P EN 1996-3 provides simplified calculation methods to facilitate the design of the following unreinforced masonry walls, subject to certain conditions of application:;walls subjected to vertical loading and wind loading;;walls subjected to concentrated loads;;shear walls;;basement walls subjected to lateral earth pressure and vertical loads;;walls subjected to lateral loads but not subjected to vertical loads. P The rules given in EN 1996-3 are consistent with those given in EN 1996-1-1, but are more conservative in respect of the conditions and limitations of their use. For those types of masonry structure or parts of structures not covered by (1), the design shall be based on EN 1996-1-1. This EN 1996-3 applies only to those masonry structures, or parts thereof, that are described in EN 1996-1-1 and EN 1996-2. The simplified calculation methods given in this EN 1996-3 do not cover the design for accidental situations.
SIST EN 1996-3:2006/AC:2009 is classified under the following ICS (International Classification for Standards) categories: 91.010.30 - Technical aspects; 91.080.30 - Masonry. The ICS classification helps identify the subject area and facilitates finding related standards.
SIST EN 1996-3:2006/AC:2009 has the following relationships with other standards: It is inter standard links to kSIST FprEN 1996-3:2023, SIST EN 1996-3:2006. Understanding these relationships helps ensure you are using the most current and applicable version of the standard.
SIST EN 1996-3:2006/AC:2009 is associated with the following European legislation: EU Directives/Regulations: 2005-01-4408, 305/2011, 89/106/EEC; Standardization Mandates: M/265, M/BC/CEN/89/11. When a standard is cited in the Official Journal of the European Union, products manufactured in conformity with it benefit from a presumption of conformity with the essential requirements of the corresponding EU directive or regulation.
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 3: Vereinfachte Berechnungsmethoden für unbewehrte MauerwerksbautenEurocode 6 - Calcul des ouvrages en maçonnerie - Partie 3: Méthodes de calcul simplifiées pour les ouvrages en maçonnerie non arméeEurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures91.080.30Zidane konstrukcijeMasonry91.010.30Technical aspectsICS:Ta slovenski standard je istoveten z:EN 1996-3:2006/AC:2009SIST EN 1996-3:2006/AC:2009en,fr,de01-december-2009SIST EN 1996-3:2006/AC:2009SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 1996-3:2006/AC
October 2009
Octobre 2009
Oktober 2009 ICS 91.010.30; 91.080.30 English version Version Française Deutsche Fassung
Eurocode 6 - Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
Eurocode 6 - Calcul des ouvrages en maçonnerie - Partie 3: Méthodes de calcul simplifiées pour les ouvrages en maçonnerie non armée
Eurocode 6 - Bemessung und Konstruktion von Mauerwerksbauten - Teil 3: Vereinfachte Berechnungsmethoden für unbewehrte Mauerwerksbauten This corrigendum becomes effective on 7 October 2009 for incorporation in the three official language versions of the EN.
Ce corrigendum prendra effet le 7 octobre 2009 pour incorporation
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The SIST EN 1996-3:2006/AC:2009 standard is a crucial component of the Eurocode 6 framework, specifically designed to provide simplified calculation methods for unreinforced masonry structures. Its scope aligns with that outlined in EN 1996-1-1:2005, establishing a foundation for ensuring the structural resistance, serviceability, and durability of masonry. Importantly, the standard emphasizes that it does not address special requirements for seismic design, focusing instead on common structural loads. One of the primary strengths of this standard is its provision of simplified calculation methods tailored for various masonry walls, such as those subjected to vertical and wind loading, concentrated loads, shear forces, and lateral earth pressure. This targeted approach enables engineers and architects to efficiently design masonry components while adhering to the defined conditions of application. The clarity and specificity regarding walls that fall under the purview of this standard enhance its practicality for practitioners in the field. Furthermore, the EN 1996-3 rules are consistent with those of EN 1996-1-1, enhancing reliability while maintaining a conservative stance regarding the limitations and conditions of use. This conservatism ensures that the implemented design practices promote safety and stability in construction. It also provides a necessary framework for using the standard in conjunction with EN 1996-2 for more comprehensive projects that may include elements not covered by EN 1996-3. However, it is essential to note that while the simplified methods are advantageous for typical design scenarios, any designs addressing accidental situations must revert to EN 1996-1-1 for guidance. This delineation reflects the standard's intention to provide a focused yet comprehensive approach to the design of masonry structures, ensuring that professionals are equipped to handle a range of engineering challenges. Overall, the SIST EN 1996-3:2006/AC:2009 standard is a relevant and valuable resource for civil engineers and architects involved in masonry construction, offering a balanced insight into the requirements for unreinforced masonry structures, while ensuring adherence to safety and durability principles.
SIST EN 1996-3:2006/AC:2009 표준은 비보강 석조 구조물의 설계를 위한 간소화된 계산 방법을 제공하는 유로코드 6의 중요한 부분이다. 이 표준의 범위는 EN 1996-1-1:2005의 1.1.1에 명시된 석조 구조물에 대한 요구사항과 일치하며, 구조물의 저항성, 서비스 가능성 및 내구성에 관한 요건에만 초점을 맞추고 있다. 이 문서는 특정 적용 조건 아래에서 수직 하중 및 바람 하중, 집중 하중, 전단 벽, 수평 토압 및 수직 하중을 받는 지하 벽, 그리고 수직 하중을 받지 않는 측면 하중 조건을 포함한 다양한 벽체들의 설계를 간소화하는 데 기여한다. SIST EN 1996-3의 강점은 EN 1996-1-1의 규칙과 일관성을 유지하면서도 사용 조건 및 한계에 있어 더 보수적인 접근을 제공한다는 점이다. 이는 설계자가 구조물의 안전성과 신뢰성을 확보하는 데 중요한 역할을 한다. 또한, 이 표준은 지진 설계와 같은 특별한 요구 사항을 다루지 않는다는 점에서 명확한 경계를 설정하고 있다. 이 표준은 비보강 석조 구조물이나 그 부분에 대해 간단하고 효율적인 설계 방법을 원하는 엔지니어와 기술자들에게 매우 relevant하다. 설계자가 EN 1996-3에 설명된 대상 구조물에 집중할 수 있도록 돕고, 보다 적은 복잡함으로 인해 실질적인 설계 시간을 단축시킬 수 있다. 더욱이, 비상 상황에 대한 설계는 고려하지 않기 때문에, 이러한 조건에서 추가적인 설계 기준이 필요하다는 점도 염두에 두어야 한다. 따라서 SIST EN 1996-3:2006/AC:2009 표준은 비보강 석조 구조물의 설계에 있어 필수적으로 고려해야 할 중요한 기준으로 자리 잡고 있으며, 이 분야의 전문가들에게 유용한 가이드를 제공한다.
SIST EN 1996-3:2006/AC:2009は、非補強レンガ構造物の設計における簡易計算方法に特化した標準であり、Eurocode 6の一環として位置づけられています。この標準は、EN 1996-1-1に基づく要求事項に適用され、主に構造物の耐力、使用性能、および耐久性に関する要求を扱っています。標準の範囲は明確であり、特に非補強レンガ壁の設計に対する簡易なアプローチを提供している点は大きな強みです。 この標準は、以下のような様々な条件に適用可能な壁の設計に役立つ簡易計算方法を提供しています。具体的には、垂直荷重や風荷重を受ける壁、集中荷重を受ける壁、せん断壁、地下室の横土圧と垂直荷重を受ける壁、横荷重を受けるが垂直荷重を受けない壁などが含まれています。これにより、設計者は特定の使用条件下で実用的かつ効果的に標準を利用することができます。 EN 1996-3の規則は、EN 1996-1-1の規則と整合性が保たれていますが、利用条件および制限に関してはより保守的なアプローチが取られています。この点は、構造物の安全性と信頼性を確保するために重要です。また、本標準は、EN 1996-1-1およびEN 1996-2に記載されている特定のレンガ構造物やその部分のみに適用されるため、適用範囲が明確で、利用者が誤解を避ける助けとなります。 総じて、SIST EN 1996-3:2006/AC:2009は、非補強レンガ構造物の設計において、簡素なアプローチを通じて実用性を提供しつつ、安全性と整合性を重視した標準となっています。この標準の活用は、レンガ構造物の設計プロセスを効率化し、適切な設計方針を示す上で非常に有用です。
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