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Eurocode 2 Concrete creep coefficient & shrinkage strain

Description:
Calculation of concrete creep coefficient and shrinkage strain. The final value at infinite time is calculated as well as the development curves as a function of time
According to:
EN 1992-1-1:2004+AC2:2010 Section 3.1.4 & Annex B
Supported National Annexes:
No Nationally Defined Parameters (NDPs) in the calculation
All Calculations
Input
MPa
e.g. 30 MPa for concrete class C30/37. For a list of concrete classes see Table of Concrete Design Properties
m2
m
days
°C
%
See EN1992-1-1, §3.1.2(6) for more information. According to German National Annex to EN1992-1-1, Class S corresponds to slow hardening cements, Class N corresponds to normal or fast hardening cements, and Class R corresponds to fast hardening and high strength cements
days