Follow the next steps to define shear stud.
| 1 | Go to Shear Stud on the tree view. | -20221008-080827.png?version=1&modificationDate=1665216512412&cacheVersion=1&api=v2) |
| 2 | Set/Pick a Girder. | |
| 3 | Enter Start & End Stations where the shear studs will be placed. | -20221008-081000.png?version=1&modificationDate=1665216602984&cacheVersion=1&api=v2&width=340&height=178) |
| 4 | Go to Shear Stud tab. | -20221008-081158.png?version=1&modificationDate=1665216726176&cacheVersion=1&api=v2) |
| 5 | Edit dimension and spacing/count data. | |
| 6 | You can enable/disable display the detailing of shear studs by editing Show Bolts as in splice spreadsheet. |  |
| 7 | Start and End Station parameters of the Shear Stud should take into account skew angle. For example, if the Insertion Point has a skew angle as 30°, Shear Stud Start and End Stations should be updated by multiplying with the sinus of the skew angle. -20221027-134629.png?version=1&modificationDate=1666878407810&cacheVersion=1&api=v2)
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Follow the below steps to copy and paste all inputs from our data set.
| 1 | Go to Shear Stud under Connections on the tree view. |
| 2 | Copy Position, and Shear Stud from model inputs and paste into OpenBrIM. |
Completed deck bolted field splice is illustrated below.
Copy the desired data with the automatic copy button in the upper left corner. Click on the first cell in and use the Ctrl+V shortcut to paste.  
If icon won’t appear, collapse page tree menu by clicking on arrow or using shortcut “[”.  While pasting large data, it would be handy to turn of Auto-refresh . 
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Shear Stud | |||||
|---|---|---|---|---|---|
Position SS1 G4 1.975 73 SS2 G4 74.5917 160 SS3 G4 161 265 SS4 G4 266 370 SS5 G4 371 457 SS6 G4 458 529 SS7 G3 1.975 73 SS8 G3 74.5917 160 SS9 G3 161 265 SS10 G3 266 370 SS11 G3 371 457 SS12 G3 458 529 SS13 G2 1.975 73 SS14 G2 74.5917 160 SS15 G2 161 265 SS16 G2 266 370 SS17 G2 371 457 SS18 G2 458 529 SS19 G1 1.975 73 SS20 G1 74.5917 160 SS21 G1 161 265 SS22 G1 266 370 SS23 G1 371 457 SS24 G1 458 529 | Shear Stud SS1 0.875 5 0.375 3 4 6 NO SS2 0.875 5 0.375 3 4 8 NO SS3 0.875 5 0.375 3 4 8 NO SS4 0.875 5 0.375 3 4 6 NO SS5 0.875 5 0.375 3 4 6 NO SS6 0.875 5 0.375 3 4 4 NO SS7 0.875 5 0.375 3 4 6 NO SS8 0.875 5 0.375 3 4 8 NO SS9 0.875 5 0.375 3 4 8 NO SS10 0.875 5 0.375 3 4 6 NO SS11 0.875 5 0.375 3 4 6 NO SS12 0.875 5 0.375 3 4 4 NO SS13 0.875 5 0.375 3 4 6 NO SS14 0.875 5 0.375 3 4 8 NO SS15 0.875 5 0.375 3 4 8 NO SS16 0.875 5 0.375 3 4 6 NO SS17 0.875 5 0.375 3 4 6 NO SS18 0.875 5 0.375 3 4 4 NO SS19 0.875 5 0.375 3 4 6 NO SS20 0.875 5 0.375 3 4 8 NO SS21 0.875 5 0.375 3 4 8 NO SS22 0.875 5 0.375 3 4 6 NO SS23 0.875 5 0.375 3 4 6 NO SS24 0.875 5 0.375 3 4 4 NO | ||||
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