Itbs software error table
Error number, specifications and the reason for the ITBS error
1⃣ Compressive failure of concrete section
2. The required reinforcement is more than the maximum regulation.
3. Shear stress is more than the maximum allowed
4⃣ Column bending design cannot be calculated.
5⃣ The axial load factor of the column is more than the Euler force.
6⃣ The required reinforcement of an area of the column has exceeded the permissible limit.
7⃣ Failure to calculate bending capacity for shear design
8⃣ The section has a non-concrete beam/column.
9⃣ Eta<1.0 and zeta_2<0.0 and KL/R>115
1. The tension of the columns is beyond the range of the interaction diagram.
1⃣1⃣ Axial compressive capacity for concrete is more than the regulatory limit.
2⃣1⃣ The beams of the frame to the column are out of center.
3⃣1⃣ The twist has exceeded the permissible limit
4⃣1⃣ The reinforcement used is less than the minimum regulation.
5⃣1⃣ The reinforcement used is more than the maximum regulation.
6⃣1⃣ The torsional reinforcement used is less than the minimum regulation.
1⃣7⃣ KL/R>30
1⃣2⃣ The column is not flexible and controlling the capacity ratio of the beam/column is not mandatory.
2⃣2⃣ There is no seismic load and the control of beam/column capacity ratio is not mandatory.
3.1. There is no beam on top of the column. The beam/column capacity ratio is not mandatory.
4.2. At least one beam above the column does not have concrete and the beam/column capacity ratio has not been calculated.
5⃣2⃣ The column has no concrete on top. The capacity ratio of the beam/column has not been calculated.
6⃣2⃣ The beam/column capacity ratio has not been calculated.
7⃣2⃣ The column is not flexible, cutting control in the connection area is not mandatory.
8⃣2⃣ There is no seismic load, shear control in the connection area is not mandatory.
9⃣2⃣ There is no arrow on the top of the column. Cutting control in the joint area is not mandatory.
At least one beam on the top of the concrete column does not have 0.3.
1-3- The column does not have concrete on top, cutting control in the connection area is not mandatory.
2.3. Cutting control in the connection area is not mandatory.
3⃣3⃣ The beam/column capacity ratio is more than the allowed limit.
4⃣3⃣ The cut in the connection area is more than the allowed limit.
5⃣3⃣ The capacity ratio is more than the allowed limit.
6⃣3⃣ All the beams around the connection have not been designed and the beam/column capacity ratio has not been calculated.
7⃣3⃣ At least one of the beams around the connection is broken and the beam/column capacity ratio is not calculated
8⃣3⃣ The column above the connection has not been designed and the beam/column capacity ratio has not been calculated.
9⃣3⃣ The top column around the connection is broken and the beam/column capacity ratio has not been calculated.
4.0 All the beams around the connection are not designed and the aspect ratio of the cut in the connection area is not calculated.
1⃣4⃣ At least one of the beams around the connection is broken, and the aspect ratio of the cut in the connection area has not been calculated.
2⃣4⃣ The column above the connection has not been designed and the shear capacity ratio in the connection area has not been calculated.
3⃣4⃣ The top column around the joint is broken and the shear capacity ratio in the joint area is not calculated.
5⃣4⃣ Shear stress caused by shear force and torsional moment is more than the permissible limit.
6⃣4⃣ The problem is in the Windows system files, which was explained above as a complete fix.
1⃣2⃣7⃣1⃣ Problem in the registry file of ITBS software or installing one version on another without deleting it
2⃣2⃣7⃣1⃣ Problem in Windows system files and especially problem in Windows DirectX files
0⃣ Problem in modeling the file
2⃣1⃣1⃣ Lack of enough space to continue working
0⃣3⃣4⃣ This error occurs during the export of the results to Excel and the problem is the lack of a number of system files on the office. Probably, by installing a higher version, your problem will be solved.
0⃣8⃣4⃣ Lack of enough graphic space to continue the software
If you come across another error, comment us.
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