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Click the Plates and grout tab.
Enter t=20 mm as the plate thickness value under the Main Plate section.
Write Enter the plate dimensions as b=260 mm and h=220 mm.
Uncheck the grout option.
Uncheck the cast plate option.
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Click the Anchorage tab.
Enter 2 as the primary direction anchor number value.
Enter the anchor interval in the primary direction d1=190 mm.
Enter 2 as the secondary direction anchor number value.
Enter the anchor interval in the secondary direction d12=150 mm.
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Click the Hole and Bolt Properties button in the Bold Properties section.
Select M12 as the bolt size and ISO 8.8 as the bolt grade.
Click the OK button to close the dialog.
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It will read 1 in the mouse pointer.
Click on the steel column.
Click the right mouse button.
It will read 2 in the mouse pointer.
Click on the steel beam.
Press Click the right mouse button.
The Welded Connection settings dialog will open.
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Click on the Welds tab.
Enter the size values as 3mm and select the site weld option.
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Favoritesfrom Click on the list Add to favorites Click on the commandName the junction “Weld 1” command the under the Favorites.
Give connection to “Weld 1” name and click OK to close the window.
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Click the OK button to close the dialog.
Activate the Draw in Fast Mode under the Connection tab in the ribbon menu.
It will read 1 in the mouse pointer.
Click on the steel column.
Click the right mouse button.
It will read 2 in the mouse pointer.
Click on the steel beam.
Press Click the right mouse button.
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Apply similar operations to all column-beam connections.
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Press the Esc key on the keyboard to exit the command.
Click on the Concrete tab.
Click the Analysis+Design (F9) command.
Do you want to perform analysis? question will be asked.
Click the Yes button.
Wait for the analysis to complete in the Analysis Status window.
After the analysis is complete, click the OK button to close the window.
Open the right-click menu in the visualization window .
Click on the structural visualization options line.
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