Firma Friedrich u. Lochner GmbH
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1 Inhaltsverzeichnis Projekt: B2-DIA-K-Netto-EN2 Blatt: Inhaltsverzeichnis Position: C55-D Position: C55-D Position: C55-D Position: C55-D Position: C60-D Position: C60-D Position: C60-D Position: C60-D Position: C70-D Position: C70-D Position: C70-D Position: C70-D Position: C80-D Position: C80-D Position: C80-D Position: C80-D Position: C90-D Position: C90-D Position: C90-D Position: C90-D
2 Position: C55-D Projekt: B2-DIA-K-Netto-EN2 Beton C 55/67 Max. ω 0,949 reinforcing steel BSt 500 SA d1/h= 0,10 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,0-3,10/0-3,10/ 0, ,10/ 2, ,1 0,3-3,10/ 5,00-3,10/22,50 1,0
3 Position: C55-D Projekt: B2-DIA-K-Netto-EN2 Beton C 55/67 Max. ω 0,949 reinforcing steel BSt 500 SA d1/h= 0,05 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,0-3,10/0-3,10/ 0, ,10/ 2, ,1 0,3-3,10/22,50-3,10/ 5,00 1,0
4 Position: C55-D Projekt: B2-DIA-K-Netto-EN2 Beton C 55/67 Max. ω 0,949 reinforcing steel BSt 500 SA d1/h= 0,15 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,0-3,10/0-3,10/ 0, ,10/ 2, ,1 0,3-3,10/ 5,00-3,10/22,50 1,0
5 Position: C55-D Projekt: B2-DIA-K-Netto-EN2 Beton C 55/67 Max. ω 0,949 reinforcing steel BSt 500 SA d1/h= 0 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,0-3,10/0-3,10/ 0, ,10/ 2,17 0 0,1 0,3 0-3,10/ 5,00 1,0-3,10/22,50
6 Position: C60-D Projekt: B2-DIA-K-Netto-EN2 Beton C 60/75 Max. ω 70 reinforcing steel BSt 500 SA d1/h= 0,05 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,0-2,90/0-2,90/ 0, ,90/ 2, ,1 0,3-2,90/22,50-2,90/ 5,00 1,0
7 Position: C60-D Projekt: B2-DIA-K-Netto-EN2 Beton C 60/75 Max. ω 70 reinforcing steel BSt 500 SA d1/h= 0,10 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,0-2,90/0-2,90/ 0, ,90/ 2, ,1 0,3-2,90/ 5,00-2,90/22,50 1,0
8 Position: C60-D Projekt: B2-DIA-K-Netto-EN2 Beton C 60/75 Max. ω 70 reinforcing steel BSt 500 SA d1/h= 0,15 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,0-2,90/0-2,90/ 0, ,90/ 2, ,1 0,3-2,90/ 5,00-2,90/22,50 1,0
9 -2,90/22,50 Firma Friedrich u. Lochner GmbH Position: C60-D Projekt: B2-DIA-K-Netto-EN2 Beton C 60/75 Max. ω 70 reinforcing steel BSt 500 SA d1/h= 0 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,0-2,90/0-2,90/ 0,00-0 0,1-2,90/ 2,17 0-2,90/ 5,00 1,0
10 Position: C70-D Projekt: B2-DIA-K-Netto-EN2 Beton C 70/85 Max. ω 0,745 reinforcing steel BSt 500 SA d1/h= 0,05 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,70/0-2,70/ 0, ,70/ 2,17 0 0,1 0,3-2,70/ 5,00-2,70/22,50
11 Position: C70-D Projekt: B2-DIA-K-Netto-EN2 Beton C 70/85 Max. ω 0,745 reinforcing steel BSt 500 SA d1/h= 0,10 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,70/0-2,70/ 0, ,70/ 2,17 0 0,1 0,3-2,70/ 5,00-2,70/22,50
12 Position: C70-D Projekt: B2-DIA-K-Netto-EN2 Beton C 70/85 Max. ω 0,745 reinforcing steel BSt 500 SA d1/h= 0,15 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,70/0-2,70/ 0, ,70/ 2,17 0 0,1-2,70/ 5,00-2,70/22,50
13 Position: C70-D Projekt: B2-DIA-K-Netto-EN2 Beton C 70/85 Max. ω 0,745 reinforcing steel BSt 500 SA d1/h= 0 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,70/0-2,70/ 0, ,70/ 2,17 0,1-2,70/ 5,00-2,70/22,50
14 Position: C80-D Projekt: B2-DIA-K-Netto-EN2 Beton C 80/95 Max. ω 52 reinforcing steel BSt 500 SA d1/h= 0,05 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,60/0-2,60/ 0, ,60/ 2,17 0 0,1 0,3-2,60/ 5,00-2,60/22,50
15 Position: C80-D Projekt: B2-DIA-K-Netto-EN2 Beton C 80/95 Max. ω 52 reinforcing steel BSt 500 SA d1/h= 0,10 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,60/0-2,60/ 0, ,60/ 2,17 0 0,1 0,3-2,60/ 5,00-2,60/22,50
16 Position: C80-D Projekt: B2-DIA-K-Netto-EN2 Beton C 80/95 Max. ω 52 reinforcing steel BSt 500 SA d1/h= 0,15 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,60/0-2,60/ 0, ,60/ 2,17 0 0,1-2,60/ 5,00-2,60/22,50
17 Position: C80-D Projekt: B2-DIA-K-Netto-EN2 Beton C 80/95 Max. ω 52 reinforcing steel BSt 500 SA d1/h= 0 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,60/0-2,60/ 0, ,60/ 2,17 0,1-2,60/ 5,00-2,60/22,50
18 Position: C90-D Projekt: B2-DIA-K-Netto-EN2 Beton C 90/105 Max. ω 0,580 reinforcing steel BSt 500 SA d1/h= 0,05 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,60/0-2,60/ 0, ,60/ 2,17 0 0,1 0,3-2,60/ 5,00-2,60/22,50
19 Position: C90-D Projekt: B2-DIA-K-Netto-EN2 Beton C 90/105 Max. ω 0,580 reinforcing steel BSt 500 SA d1/h= 0,10 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,60/0-2,60/ 0, ,60/ 2,17 0 0,1-2,60/ 5,00-2,60/22,50
20 Position: C90-D Projekt: B2-DIA-K-Netto-EN2 Beton C 90/105 Max. ω 0,580 reinforcing steel BSt 500 SA d1/h= 0,15 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,60/0-2,60/ 0, ,60/ 2,17 0 0,1-2,60/ 5,00-2,60/22,50
21 Position: C90-D Projekt: B2-DIA-K-Netto-EN2 Beton C 90/105 Max. ω 0,580 reinforcing steel BSt 500 SA d1/h= 0 = NEd/(fcd*Ac) = MEd/(fcd*Ac*da) fcd for reinforced concrete -2,60/0-2,60/ 0, ,60/ 2,17 0,1-2,60/ 5,00-2,60/22,50
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