Back to Formulas
55x
001426
2024-01-16

Design of Concrete Compressive Stress and Concrete Compression Strut, Method of Damage Equivalent Stress Range According to 6.8.7

Design of Concrete Compressive Stress and Concrete Compression Strut, Method of Damage Equivalent Stress Range According to 6.8.7
Ecd,max,equ+0.431-Requ≤1
Requ=Ecd,min,equ/Ecd,max,equ
Ecd,min,equ=σcd,min,equ/fcd,fat
Ecd,max,equ=σcd,max,equ/fcd,fat
;