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: Depending on the scenario (e.g., shrinkage effects), you may need to switch between standard tensile strength ( fctmf sub c t m end-sub ) and flexural tensile strength ( fctm,flf sub c t m comma f l end-sub ) in the Concrete Setup.

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wk=sr,max⋅(ϵsm−ϵcm)w sub k equals s sub r comma m a x end-sub center dot open paren epsilon sub s m end-sub minus epsilon sub c m end-sub close paren where sr,maxs sub r comma m a x end-sub is the maximum crack spacing and : Depending on the scenario (e

: For 1D members, crack width calculations are often performed only for axial force and bending moment Mycap M sub y wk=sr,max⋅(ϵsm−ϵcm)w sub k equals s sub r comma

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