Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings
Eurocódigo 2: Proyecto de estructuras de hormigón. Parte 1-1: Reglas generales y reglas para edificación.
Temperature profiles in Annex A of EN 1992-1-2 are based on the lower limit. For steel-concrete composite structures EN 1994-1-2 will recommend the upper limit. It seems to give better agreement with measured temperatures, but the scatter of temperatures is large. A possible clarification may be differences in.
Name of Legally Binding Document: EN 1992-1-2: Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design Name of Standards Organization: European Committee for Standardisation LEGALLY BINDING DOCUMENT Regulation 305/2011, Directive 98/34/EC, Directive 2004/18/EC. Eurocode 2: Design of concrete structures - Part 1-2: General rules - Structural fire design; German and English version EN 1992-1-2:2004/prA1:2017 A description is not available for this item. Quiver 3 0 5 download free. DIN EN 1992-1-2. EN 1992 Eurocode 2 applies to the design of buildings and other civil engineering works in plain, reinforced and prestressed concrete. 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. Money exchange near me. BS EN 1992-1-1:2004 EN 1992-1-1:2004 (E) 6. Ultimate limit states (ULS) 6.1 Bending with or without axial force 6.2 Shear 6.2.1 General verification procedure 6.2.2 Members not requiring design shear reinforcement 6.2.3 Members requiring design shear reinforcement 6.2.4 Shear between web and flanges.
Standard number: | UNE EN 1992-1-1:2013/A1:2015 |
Pages: | 9 |
Released: | 2015-09-16 |
- 91.010.30
- 91.080.40
1%2 Remainder
Categories:
UNE standards
91.010.30 Technical aspects
91.080.40 Concrete structures
UNE standards
91.010.30 Technical aspects
91.080.40 Concrete structures
Bs En 1992-1-2
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