\Delta_{elastic} = elastic deflection (m)
\phi = creep coefficient (unitless)
\varepsilon_{sh} = shrinkage strain (unitless)
L = span length (m)
What factors affect long-term deflection in reinforced concrete?
How does creep affect concrete structures over time?
What is the role of shrinkage in calculating long-term deflection?
How do I input the modulus of elasticity for concrete in this calculator?
Can this calculator account for temperature effects on deflection?
What is the difference between elastic and long-term deflection in concrete?
How often should I recalculate long-term deflection for a structure?
Results are for informational purposes only and do not constitute professional advice.
