2 Sided Beam to Column MC Components
2021
Tekla Structures
2020
Tekla Structures
2019i
Tekla Structures
2019
Tekla Structures
2018i
Tekla Structures
2018
Tekla Structures
Environment
United States (Imperial)
United States (Metric)
CATALOG NAME: 2 Sided Beam to Column Flg - MC; 2 Sided Beam to Column Web - MC
Example using 141 at the column flanges.
Example using 146 at the column flanges.
Most part, bolt and weld controls are self-explanatory, however there are two options for the bottom beam flanges.
Option 1 - No Filler Plate - Erection Clearance
Option 2 - Use Filler Plate
It is also important to note that just changing the weld type for the bottom plate to column flange does not create preparation cuts – there are separate drop-down menus and controls for the angle and root face for each secondary.
Starting in v2017, slot controls are available for flange bolts created by this component.
Example using 134 at the column web.
There is a pre-saved attribute for 134 called ForCCs_ColumnWebMC that should be used to create the bottom flange plate. You need to make sure this attribute for 134 has the beam's top flange thickness set in the offset field shown here. If not, enter the flange thickness in this offset field and resave the attribute before using it inside this custom component.
This offset value will position the top of the shear tab to the underside of the top plate.
If changes are required to the bottom or shear plates, you must open component 134, load this attribute and make changes there.
Other part, bolt and weld controls are self-explanatory. Starting in v2017, slot controls are available for flange bolts created by this component.
2 Sided Beam to Column Flg - MC
TYPE: CONNECTION
Image
Example using 141 at the column flanges.
Image
Example using 146 at the column flanges.
Most part, bolt and weld controls are self-explanatory, however there are two options for the bottom beam flanges.
Option 1 - No Filler Plate - Erection Clearance
Option 2 - Use Filler Plate
Image
It is also important to note that just changing the weld type for the bottom plate to column flange does not create preparation cuts – there are separate drop-down menus and controls for the angle and root face for each secondary.
Image
Starting in v2017, slot controls are available for flange bolts created by this component.
2 Sided Beam to Column Web - MC - Back to top
TYPE: CONNECTION
Image
Example using 134 at the column web.
There is a pre-saved attribute for 134 called ForCCs_ColumnWebMC that should be used to create the bottom flange plate. You need to make sure this attribute for 134 has the beam's top flange thickness set in the offset field shown here. If not, enter the flange thickness in this offset field and resave the attribute before using it inside this custom component.
Image
This offset value will position the top of the shear tab to the underside of the top plate.
Image
If changes are required to the bottom or shear plates, you must open component 134, load this attribute and make changes there.
Other part, bolt and weld controls are self-explanatory. Starting in v2017, slot controls are available for flange bolts created by this component.
Starting in v2017, the above Custom Components are available in all US Environment Model Templates
- CIP-Rebar Detailing (hidden)
- Engineering (hidden)
- Precast Detailing (hidden)
- Steel Detailing*