In numerical output via check box Print explanation of errors and warnings in service for crack control, see chapter 3.2.1.To input some bars of reinforcement to inside effective area of the concrete or decrease cover of reinforcement.Įffective area of the concrete is not created.Ĭheck is not done, because normal force and bending moments for quasi permanent combination are zero.Ĭheck crack width satisfies, because the crack width is lesser than limit value.Ĭheck crack width does not satisfy, because the crack width is bigger than limit value.Ĭheck crack width does not satisfy, because crack width is not calculated due to some errors during calculation.Įxplanation of errors and warning can be presented: There is no reinforcement inside of effective area of the concrete in the tension. The width of cross-section perpendicular to direction of bending moment resultant crossing the bar with maximum tensile stress will be taken into account. The maximum spacing of reinforcement cannot be calculated. To increase amount of reinforcement or to increase dimensions of cross-section or to increase quality of the used materials.ĭepth of effective area of the concrete in the tension is calculated only as MIN, because member is in compression. The crack is appeared, because maximal tensile stress is greater than cracking strength.Ĭheck was not done, because plane of equilibrium was not found. The crack is not appeared, because maximal tensile stress is lesser than cracking strength. The following errors, warnings and notes may be occurred during the check of crack width Number
15 and newer) > EC-EN > Check > Warning and errors
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