Ad
related to: en 1991 1 5 4
Search results
Results From The WOW.Com Content Network
EN 1991-1-5 gives principles and rules for calculating thermal actions on buildings, bridges and other structures including their structural elements. Principles needed for cladding and other appendages of buildings are also provided. EN 1991-1-5 describes the changes in the temperature of structural elements.
Part 1-5: General actions - Thermal actions (EN 1991-1-5) Part 1-6: General actions - Actions during execution (EN 1991-1-6) Part 1-7: General actions - Accidental Actions (EN 1991-1-7) Part 2: Traffic loads on bridges (EN 1991-2) Part 3: Actions induced by cranes and machinery (EN 1991-3) Part 4 : Silos and tanks (EN 1991-4)
Eurocode 0 is intended to be used in conjunction with EN 1991 to EN 1999 for the structural design of buildings and civil engineering works, including geotechnical aspects, structural fire design, situations involving earthquakes, execution and temporary structures.
EN 1994-1-2 deals with the design of composite steel and concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1994-1-1 and EN 1991-1-2. This part only identifies differences from, or supplements to, normal temperature design and deals only with passive methods of fire protection.
EN 1993-1-4: General rules - Supplementary rules for stainless steels. EN 1993-1-5: General rules - Plated structural elements. EN 1993-1-6: General rules - Strength and stability of shell structures. EN 1993-1-7: General rules - Strength and stability of planar plated structures subject to out of plane loading. EN 1993-1-8: Design of joints.
Get AOL Mail for FREE! Manage your email like never before with travel, photo & document views. Personalize your inbox with themes & tabs. You've Got Mail!
EN 1992-1-2 deals with the design of concrete structures for the accidental situation of fire exposure and is intended to be used in conjunction with EN 1992-1-1 and EN 1991-1-2. This part 1-2 only identifies differences from, or supplements to, normal temperature design. Part 1-2 of EN 1992 deals only with passive methods of fire protection.
Additional requirements and requirements for structures in consequence class 1 can be found in the material specific Eurocode parts, EN 1992 for concrete structures, EN 1993 for steel structures and so on. In EN 1991-1-7 buildings are categorised in consequences classes, considering the building type, occupancy and size. [1]