TC 250 Structure. SC/WG for Existing Eurocodes SC4.EG1.1 SC4.EG1.2 SC4.EG2
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1 TC 250 Structure SC/WG for Existing Eurocodes WG 7 WG7 SC 1 SC 2 SC 3 SC 4 SC 5* SC 6 SC 7 SC1.WG1 SC1.WG1.TG1.1 SC1.WG1.TG1.2 SC1.WG1.TG1.3 SC2.WG2 SC1.WG3 SC1.WG4 SC1.WG5 SC1.WG6 SC2.WG1 SC2.WG1.TG1 SC2.WG1.TG2 SC2.WG1.TG3 SC2.WG1.TG4 SC2.WG1.TG5 SC2.WG1.TG6 SC2.WG1.TG7 SC2.WG1.TG8 SC2.WG1.TG9 SC2.WG1.TG10 SC3.EG1 SC3.EG2 SC3.EG3 SC3.EG4 SC3.EG5 SC3.EG6 SC3.EG7 SC3.EG8 SC3.EG9 SC3.EG10 SC3.EG11 SC3.EG12 SC3.EG13 SC3.EG14 SC3.EG15 SC3.AHG.GM SC3.AHG.LWO SC4.EG1.1 SC4.EG1.2 SC4.EG2 SC5.EG1 SC5.EG2 SC5.EG3 SC5.EG4 SC5.EG5 SC5.EG6 SC5.EG7 SC5.EG8 SC5.EG9 SC5.EG10 SC6.1 SC6.2 SC6.3 SC6.4 SC7.WG1 SC7.WG1.EG0 SC7.WG1.EG1 SC7.WG1.EG3 SC7.WG1.EG3 SC7.WG1.EG4 SC7.WG1.EG5 SC7.WG1.EG6 SC7.WG1.EG7 SC7.WG1.EG8 SC7.WG1.EG9 SC7.WG1.EG10 SC7.WG1.EG11 SC7.WG1.EG12 SC7.WG1.EG13 SC7.WG1.EG14 SC 8* SC 8 SC 9* SC9.***.T1 SC1.***.T2 SC1.***.T3 SC1.***.T4 SC1.***.T5 Coordination Group Other WGs HG-B HG-B HG-F HG-F WG 2 WG2.TG1 WG2.TG2 WG2.TG3 WG2.TG4 WG2.TG5 WG2.TG6 WG2.TG7 WG 3** WG3.***.T1 WG3.***.T2 WG3.***.T3 WG 4 WG4.TG1 WG4.TG2 WG4.TG3 WG4.TG4 WG4.TG5 WG4.TG6 WG 5*** WG5.***.T1 WG5.***.T2 WG 6 WG6 HG6 * Waiting for the next SC meeting ** Waiting for confirmation *** No reply
2 WG 7 EN 1990 HG B HG F No sub-groups
3 SC 1 EN 1991 SC1.WG1 Climatic actions SC1.WG2 Atmospheric icing of structures SC1.WG3 Traffic loads on bridges SC1.WG4 Actions on structures exposed to fire SC1.WG5 Silos and tanks SC1.WG6 Actions on waves and currents SC1.WG1.TG1.1 Snow EN SC1.WG1.TG1.2 Thermal EN SC1.WG1.TG1.3 Wind EN
4 SC 2 EN 1992 SC2.WG1 Coordination and editorial panel SC2.WG1.TG1 Strengthening and reinforcing with fibre reinforced polymers SC2.WG1.TG2 Fibre reinforced concrete SC2.WG1.TG6 Structural Analysis SC2.WG1.TG7 Time dependant effects SC2.WG1.TG3 Existing structures SC2.WG1.TG8 Fatigue design SC2.WG1.TG4 Shear punching torsion SC2.WG1.TG9 Bridges SC2.WG1.TG5 Fire SC2.WG1.TG10 Durability
5 SC 3 EN 1993 SC3.EG1 Design of Steel Structures - General Rules and Rules for Buildings SC3.EG2 Fire Design of Steel Structures SC3.EG3 Design of Coldformed Steel Members and Sheeting SC3.EG4 Design of Stainless Steel Structures SC3.EG5 Design of Plated Steel Structures SC3.EG6 Design of Shells and Similar Steel Structures SC3.EG7 Design of Steel Joints and Connections SC3.EG8 Design of Steel Structures for Fatigue SC3.EG9 Design of Steel Structures for Material toughness and through-thickness Properties SC3.EG10 Design of Structures with Steel Tension Components SC3.EG11 Design of High Strength Steel Structures SC3.EG12 Design of Steel Bridges SC3.EG13 Design of Steel Towers, Masts and Chimneys SC3.EG14 Design of Steel Silos, Tanks and Pipelines SC3.EG15 Design of Steel Piling SC3.EG16 Design of Crane Supporting Steel Structures SC3.AHG. Gamma-M Ad-hoc Working Group on Partial Safety Factor for Steel Stability Design SC3.AHG. Large Web Openings Ad-hoc Working Group on Steel and Composite Beams with Large Web Openings
6 SC 4 EN 1994 SC4.EG2 Evolution Group for EN SC4.EG1.1 Evolution Group for EN SC4.EG1.1 Evolution Group for EN
7 SC 5 EN 1995 SC5.EG1 Execution SC5.EG2 CLT design rules SC5.EG3 Reinforcement of timber structures SC5.EG4 Connections and fasteners SC5.EG5 Member stability SC5.EG6 Compression perpendicular to the grain SC5.EG7 Timber concrete composites SC5.EG8 Structural fire design SC5.EG9 Timber bridges SC5.EG10 Seismic design SC5.EG11 Wall diaphragms
8 SC 6 EN 1996 No sub-groups SC6.T1 Eurocode 6 SC6.T2 Eurocode 6 SC6.T3 Eurocode 6 SC6.T4 Eurocode 6
9 SC 7 EN 1997 SC7.WG1 Evolution of Eurocode 7 SC7.WG1.EG1 Anchors [currently stood down] SC7.WG1.EG2 Ease of use SC7.WG1.EG8 Harmonization SC7.WG1.EG9 Water pressures SC7.WG1.EG3 Model solutions SC7.WG1.EG10 Calculation models SC7.WG1.EG4 Numerical methods SC7.WG1.EG11 Characterisation SC7.WG1.EG5 Reinforced ground SC7.WG1.EG6 Dynamic design SC7.WG1.EG12 (Tunnelling) not formed SC7.WG1.EG13 Rock mechanics SC7.WG1.EG7 Pile design SC7.WG1.EG14 Ground improvement
10 SC 8 EN 1998 Waiting for SC8 meeting Maintenance Group SC8.** SC8.** SC8.** SC8.**
11 SC 9 EN 1999 Waiting for SC9 meeting SC9.**.T1 Update and Simplification of all parts of EN 1999 SC9.**.T2 New types of Connection SC9.**.T3 Roofing SC9.**.T4 Bridging SC9.**.T5 Facades
12 WG 2 WG2.TG1 General and requirements WG2.TG2 General and requirements WG2.TG3 Updating Information WG2.TG4 Structural analysis and verification WG2.TG5 Examination and Interventions WG2.TG6 Examination and Interventions WG2.TG7 Seismic design
13 WG 3 To be confirmed WG3.**.T1 WG3.**.T2 WG3.**.T3
14 WG 4 WG4.TG1 FRP - Preparation of Chapters WG4.TG2 FRP - Preparation of Chapter 6 WG4.TG3 FRP - Preparation of Chapter 7 WG4.TG4 FRP - Preparation of Chapter 8a WG4.TG5 FRP - Preparation of Chapter 8b WG4.TG6 FRP - Preparation of Chapter 9
15 WG 5 No answer received WG5.**.T1 WG5.**.T2
16 WG 6 WG6 Robustness HG6 Robustness
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