Initial Values of Deformation Analysis
Parameters
Mean modulus of elasticity |
Ecm = 30 000 MN / m2 |
Mean tensile strength |
fctm = 2.2 MN/m2 |
Final creep ratio |
φ = 1.8 (interior room) |
Coefficient of shrinkage |
εs = −0.5 ‰ |
Longitudinal reinforcement ratio
Effective modulus of elasticity for concrete
The influence of creeping is taken into account with the final creep coefficient φ.