| N0/1 |
Note |
The calculation was not done (because numerical cross-section,
phased cross-section, member or cross-section
with different material as concrete material is used) |
|
| N0/2 |
Note |
The prestressed reinforcement is not taken into account |
|
| N0/3 |
Note |
The "Free bars" reinforcement is not taken into account |
|
| N0/4 |
Note |
There is some detailing longitudinal reinforcement, which
is not taken into account for the ULS and SLS check |
|
| N2/1 |
Note |
The normal forces and bending moments are zero
(N = 0, My = 0, Mz = 0) |
|
| N8/1 |
Note |
The maximal effective concrete strength is exceeded; cracks appear under the " & State & "-term characteristic load combination. Furthermore, the concrete stress-strain diagram without tensile branch is used. |
Change (a) the dimensions of the cross-section, (b) the amount of reinforcement or (c) the quality of the used materials. |
