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Project:
Number:
Date:
Plant:
Bureau:
Themopins ©
Facing Layer Type:
Hanging
Bearing
Recommended
Ideal Pin
Zulaessige
Anchoring depth of the visiinvisibleble layer, mm:
Anchoring depth of the visible layer, mm:
Concrete
Concrete Compresive Strength Class:
C20/25
C25/30
C30/37
C35/45
C40/50
C45/50
C50/60
Concrete Consistency Class Tc, °C:
F1
F2
F3
F4
F5
F6
SCC
Concrete Density Yb, kN/m3:
Partial Safety Factor (γ):
Temperature difference
Temperature difference Δθw:
In-situ Concrete
Betonsteiggeschwindigkeit berechnen:
Betonleistung, m3/h:
Betonagemenge, m3:
Alternative:
Concrete Curing Time Te, hours:
Stieggeschwindigkeit (v):
Wind load
Wind Zone:
1
2
3
4
Site Type:
Binnenland
Küste und Insel Ostsee
Inseln Nordsee
Building Height, m:
Building Width, m:
Partial safety factor γQ:
Correction factor Ψ0:
Top Wall Edge Height, m:
Transport
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is Spacers
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