Table 3 Design load and material constants.
From: Reliability of Reinforced Concrete Structures Subjected to Corrosion-Fatigue and Climate Change
Variable | Value |
|---|---|
Characteristic punctual design load, P k | 150 kN |
Elastic modulus of steel, E st | 200 GPa |
Characteristic concrete compression strength, f’ ck | 30 MPa |
Characteristic steel strength, f yk | 500 MPa |
Concrete Poisson ratio, ν c | 0.2 |
Water to cement ratio, w/c | 0.5 |
Curing period, t e | 28 days |