| N5/1 |
Note |
The crack is not appeared, because maximal tensile stress is lesser than cracking strength. |
|
| N5/2 |
Note |
The crack is appeared, because maximal tensile stress is greater than cracking strength. |
|
| E5/1 |
Error |
Check was not done, because plane of equilibrium was not found. |
To increase amount of reinforcement or to increase dimensions of cross-section or to increase quality of the used materials. |
| N5/3 |
Note |
Depth of effective area of the concrete in the tension is calculated only as MIN[(2.5*(h-d); h/2)], because member is in compression. |
|
| N5/4 |
Note |
The maximum spacing of reinforcement cannot be calculated. The width of cross-section perpendicular to direction of bending moment resultant crossing the bar with maximum tensile stress will be taken into account. |
|
| E5/2 |
Error |
There is no reinforcement inside of effective area of the concrete in the tension. |
To input some bars of reinforcement to inside effective area of the concrete or decrease cover of reinforcement. |
| E5/3 |
Error |
Effective area of the concrete is not created. |
To increase amount of reinforcement or to increase dimensions of cross-section or to increase quality of the used materials. |
| N5/5 |
Note |
Check is not done, because normal force and bending moments for quasi permanent combination are zero. |
|
| N5/6 |
Note |
Check crack width satisfies, because the crack width is lesser than limit value. |
|
| E5/4 |
Error |
Check crack width does not satisfy, because the crack width is bigger than limit value. |
To increase amount of reinforcement or to increase dimensions of cross-section or to increase quality of the used materials. |
| E5/5 |
Error |
Check crack width does not satisfy, because crack width is not calculated due to some errors during calculation. |
To increase amount of reinforcement or to increase dimensions of cross-section or to increase quality of the used materials. |
