The meaning of errors in ITBs
Every error in ITBS is identified with a number with a hashtag (#).
mistake #1
Compressive failure of concrete section
error #2
The required reinforcement is more than the maximum regulation
error #3
Shear stress more than the maximum allowable
Error #4
Column bending design cannot be calculated.
Error #5
The axial load factor of the column is more than the Euler force.
Error #6
The required reinforcement of an area of the column has exceeded the permissible limit.
Error #7
Failure to calculate bending capacity for shear design
error #11
Axial compressive capacity for concrete exceeds the regulatory limit.
error #12
The beams of the frame to the column have eccentricity.
Error #13
Torsion has exceeded the limit.
error #14
The reinforcement used is less than the minimum regulation.
Error #15
The reinforcement used is more than the maximum regulation.
Error #16
The torsional reinforcement used is less than the minimum regulation.
error #23
There are no beams on the top of the column. The beam-column capacity ratio is not mandatory.
error #24
At least one beam above the column does not have concrete and the beam-column capacity ratio has not been calculated.
error #25
The column above does not have concrete. The capacity ratio of beam / column is not calculated.
error #26
The beam-column capacity ratio has not been calculated.
error #27
The column is not flexible, shear control in the connection area is not mandatory.
error #28
There is no seismic load, shear control in the joint area is not mandatory.
error #29
There is no beam at the top of the column. Cutting control in the joint area is not mandatory.
error #30
At least one beam above the column does not have concrete.
error #31
There is no concrete on top of the column, shear control in the connection area is not mandatory.
error #32
Cutting control in the connection area is not mandatory
error #33
The beam-column capacity ratio is more than the permissible limit.
error #34
The cut in the joint area is more than the allowable limit.
Error #35
The capacity ratio is greater than the permissible limit.
error #36
All the beams around the connection have not been designed and the beam-column capacity ratio has not been calculated.
Error #37
At least one of the beams around the connection is broken and the beam-column capacity ratio is not calculated
Error #38
The column above the connection is not designed and the beam-column capacity ratio is not calculated.
error #39
The top column around the connection is broken and the beam-column capacity ratio is not calculated.
error #40
All the beams around the connection are not designed and the aspect ratio of the cut in the connection area is not calculated.
Error #41
At least one of the beams around the connection is broken, and the aspect ratio of the cut in the connection area is not calculated.
error #42
The column above the joint is not designed and the ratio of shear capacity in the joint area is not calculated.
Error #43
The top column around the joint is broken and the ratio of shear capacity in the joint area is not calculated.
error #45
The shear stress caused by the shear force and torsional moment is more than the permissible limit.
@rahbaranab
@rahbaranab
This post is written by Emadmehran