Source: http://eurocodes.org.ua/index.php?id=eurocode6
Timestamp: 2019-12-06 03:09:37
Document Index: 176256229

Matched Legal Cases: ['art 1', 'art 1', 'art 1', 'art 1', 'art 1', 'art 2', 'art 2', 'art 3', 'art 1', 'art 1']

Eurocode 6 | EuroCodes, All Eurocodes for students and future engineers =)
EN 1996 Eurocode 6 - Masonry - Part 1-1: General rules for buildings - Rules for reinforced and unreinforced masonry
Eurocode 6 applies to the design of buildings and civil engineering works in unreinforced, reinforced, prestressed and confined masonry. Eurocode 6 is only concerned with the requirements for resistance, serviceability and durability of structures. Other requirements for example, concerning thermal or sound insulation, are not considered.
EN 1996 Eurocode 6 - Masonry - Part 1-2: General rules - Structural fire design
This Part 1-2 of EN 1996 deals with the design of masonry structures for the accidental situation of fire exposure and shall be used in conjunction with EN 1996-1-1 and EN 1991-2-2. This Part identifies only differences from or supplements to the normal design.
EN 1996 Eurocode 6 - Masonry - Part 1-3: General rules for buildings - Detailed rules on lateral loading
This Part 1-3 of EN 1996 deals with the design of unreinforced masonry walls subjected to lateral wind loads and horizontal accidental loads (other than seismic actions) and shall be used in conjunction with EN 1996-1-1.
EN 1996 Eurocode 6 - Masonry - Part 2: Design, selection of materials and execution of masonry
This part 2 provides the necessary principles and application rules for masonry to be designed and constructed satisfactorily in order to comply with the design assumption of the other parts of Eurocode 6. Except for the items as given in 1.1(3) P, it deals with ordinary aspects of masonry design and construction.
EN 1996-3:2006 Eurocode 6: Design of masonry structures - Part 3: Simplified calculation methods for unreinforced masonry structures
Complementary to Part 1-1. Simplified calculation methods for unreinforced masonry walls subjected to vertical loading including wind loading, shear walls, basement walls subjected to lateral earth pressure and non-load bearing internal walls. Simple rules, consistent with Part 1-1, for designing masonry structures for specified more-conservative requirements with regard to conditions and limitations of use.