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Eurocode 8: Design of structures for earthquake resistance - Part 1: General rules, seismic actions and rules for buildings

60.60 Standard published

CEN/TC 250

Eurocode 9 - Design of aluminium structures - Part 1-1: General rules

60.60 Standard published

CEN/TC 250

Eurocode 9 - Design of aluminium structures - Part 1-2: Structural fire design

60.60 Standard published

CEN/TC 250

Eurocode 9 - Design of aluminium structures - Part 1-3: Structures susceptible to fatigue

60.60 Standard published

CEN/TC 250

Eurocode 9 - Design of aluminium structures - Part 1-4: Cold-formed structural sheeting

60.60 Standard published

CEN/TC 250

Eurocode 9 - Design of aluminium structures - Part 1-5: Shell structures

60.60 Standard published

CEN/TC 250

Execution of steel structures and aluminium structures - Reuse of structural steel

50.20 Proof sent to secretariat or FDIS ballot initiated: 8 weeks

CEN/TC 135

Eurocode 6 - Design of masonry structures - Part 1-2: Structural fire design

50.20 Proof sent to secretariat or FDIS ballot initiated: 8 weeks

CEN/TC 250

Eurocode 6 - Design of masonry structures - Part 2: Design considerations, selection of materials and execution

50.20 Proof sent to secretariat or FDIS ballot initiated: 8 weeks

CEN/TC 250

Eurocode 7 - Geotechnical design - Part 1: General rules

50.20 Proof sent to secretariat or FDIS ballot initiated: 8 weeks

CEN/TC 250

Eurocode 7 - Geotechnical design - Part 2: Ground properties

50.20 Proof sent to secretariat or FDIS ballot initiated: 8 weeks

CEN/TC 250

Eurocode 8 - Design of structures for earthquake resistance - Part 1-1: General rules and seismic action

50.20 Proof sent to secretariat or FDIS ballot initiated: 8 weeks

CEN/TC 250

Eurocode 8 - Design of structures for earthquake resistance - Part 5: Geotechnical aspects, foundations, retaining and underground structures

50.20 Proof sent to secretariat or FDIS ballot initiated: 8 weeks

CEN/TC 250

Eurocode - Basis of structural and geotechnical design - Part 2: Assessment of existing structures

40.20 DIS ballot initiated: 12 weeks

CEN/TC 250

Eurocode 1 - Actions on structures - Part 1-1: Specific weight of materials, self-weight of construction works and imposed loads on buildings

45.99 Dispatch of FV draft to CCMC

CEN/TC 250

Eurocode 1 - Actions on structures - Part 1-3: Snow loads

45.99 Dispatch of FV draft to CCMC

CEN/TC 250

Eurocode 1 - Actions on structures - Part 1-4: Wind actions

40.20 DIS ballot initiated: 12 weeks

CEN/TC 250

Eurocode 1 - Actions on structures - Part 1-5: Thermal actions

45.99 Dispatch of FV draft to CCMC

CEN/TC 250