This message is created by giving the steel connection name at the beginning of the report.
For example,
Connection 1 Connection geometry not satisfied.
In connection design, geometry control is done with hole diameter, bolt spacing, bolt edge distance, and weld thickness values. Geometry control of steel connections is carried out according to the Design, Calculation and Construction Principles of Steel Structures (GKT and YDKT) and AISC 360-16 (ASD and LRFD) regulations.
Minimum horizontal and vertical bolt distance control
Minimum distance control to element edge
Horizontal and vertical edge distance control with maximum bolt spacing
Weld thickness control
There are deficiencies in geometry controls within the connection design report. Necessary precautions can be taken for plates and bolts with these deficiencies.
Possible Solutions:
The distance between the relevant bolts can be increased.
The corresponding plate size can be increased.
The relevant bolt diameter can be reduced.
The connecton plate thickness can be increased.
The corresponding weld thickness can be increased.
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