This message is created by giving the steel connection name at the beginning of the report.
For example,
Connection 1 Connection strength not satisfied.
Steel connection design using the Design, Calculation and Construction Principles of Steel Structures (ÇYTHYEDY) (GKT and YDKT), AISC 360-16 (ASD and LRFD) regulations; Strength checks, bolt checks, welding checks and plate checks are carried out in accordance with the connection type and regulations.
Tensile strength control in bolts
Shear strength control in bolts
Bolt hole crush control
Bolt diameter control
Block break control
Plate tensile strength control
Plate yield control
There are deficiencies in strength checks for the relevant section in the connection design report. Necessary precautions can be taken for plates and bolts with these deficiencies.
Possible Solutions:
The relevant bolt diameter can be reduced.
The number of bolts can be increased.
The connection plate thickness can be increased.
The corresponding weld thickness can be increased.
The connection type can be changed.
The cross-sections of the column and beam elements where the connection is defined can be changed to create the connection geometry.
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