Modulus of Elasticity of Concrete

Concrete stiffness is earned, not specified: it follows the compressive strength, and the codes give a square root formula rather than a single number.

Ec = 4700 √fc MPa (ACI), about 26 GPa at 30 MPa
fc = 20 MPaabout 21.0 GPa
fc = 25 MPaabout 23.5 GPa
fc = 30 MPaabout 25.7 GPa
fc = 35 MPaabout 27.8 GPa
fc = 40 MPaabout 29.7 GPa
fc = 50 MPaabout 33.2 GPa
CSA A23.3, normal densityEc = 4500 √fc, slightly softer
ACI in psi unitsEc = 57000 √fc psi

Notes for design and site

The CSA full formula adds what the shortcut hides: Ec = (3300 √fc + 6900) times (density over 2300) to the power 1.5. Density is the quiet variable, and it is why lightweight concrete gives up 25 to 40 percent of its stiffness even at the same strength. At 30 MPa and normal density the full formula lands on 25.0 GPa, close enough to the shortcuts that either serves for sizing.

Treat every value here as more approximate than the steel page next door. Concrete cracks, and cracked sections are far softer than gross ones; it also creeps, so sustained load deflections run two to three times the elastic figure. That is why deflection checks in concrete design revolve around effective moment of inertia and long term multipliers rather than the bare Ec.

Related Calculators and Reference