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Follow the next steps to define shear stud.

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Go to Shear Stud on the tree view.

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Set/Pick a Girder.

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Enter Start & End Stations where the shear studs will be placed.

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Go to Shear Stud tab.

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Edit dimension and spacing/count data.

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 You can enable/disable display the detailing of shear studs by editing Show Bolts as in splice spreadsheet.

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Info

After clicking on 'Superstructure> Connections> Shear Stud' in the navigation treeview, follow the steps to define the Shear Stud. You can use the collapsed documentation page below for more information on the explanations of each parameter.

Expand
titleShear Stud
Shear Stud [SIG]
1

🖱️ Click the three-dots icon on the Girder cell, and then set G1.

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2

🖱️Enter the Start Station as 1.975.

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3

🖱️Enter the End Station as 73.

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4

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.

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You can refer to the Quick Tip below to review the calculations.

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1

Go to Shear Stud under Connections on the tree view.

2

Copy Position, and Shear Stud from model inputs and paste into OpenBrIM.

Tip

Completed deck bolted field splice is illustrated below.

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You can edit the dimensions of Shear Stud from Shear Stud tab.
🖱️ Keep the Diameter, Shear Stud In-Place Height, Shear Stud Head Thickness, Number of Segments Used to Draw the Bolt and Show Studs as default.

🖱️Enter the No. of Studs per Row as 3.
🖱️Enter the Spacing of Studs in Row as 4.
🖱️Enter the Spacing between Rows as 6.

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 You can enable/disable display the detailing of shear studs by editing Show Studs as in splice spreadsheet.

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When the steps are completed, the shared screenshot displayed in the adjacent cell should be visible in the 3D view of OpenBrIM.

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To model all the shear studs, copy the data below and paste the parameters into the first cell in OpenBrIM spreadsheet. Refer to the quick tip for an easy guide on how to perform the copy operation. After completing the copy, proceed to the next step to verify the model.

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Shear Stud

Position

Code Block
SS1
G4
G1	1.
975
9750	73.0000
SS2
G4
G1	74.5917	160.0000
SS3
G4
G1	161.0000	265.0000
SS4
G4
G1	266.0000	370.0000
SS5
G4
G1	371.0000	457.0000
SS6
G4
G1	458.0000	529.0000
SS7
G3
G2	1.
975
9750	73.0000
SS8
G3
G2	74.5917	160.0000
SS9
G3
G2	161.0000	265.0000
SS10
G3
G2	266.0000	370.0000
SS11
G3
G2	371.0000	457.0000
SS12
G3
G2	458.0000	529.0000
SS13
G2
G3	1.
975
9750	73.0000
SS14
G2
G3	74.5917	160.0000
SS15
G2
G3	161.0000	265.0000
SS16
G2
G3	266.0000	370.0000
SS17
G2
G3	371.0000	457.0000
SS18
G2
G3	458.0000	529.0000
SS19
G1
G4	1.
975
9750	73.0000
SS20
G1
G4	74.5917	160.0000
SS21
G1
G4	161.0000	265.0000
SS22
G1
G4	266.0000	370.0000
SS23
G1
G4	371.0000	457.0000
SS24
G1
G4	458.0000	529

Shear Stud

Code BlockSS1 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
.0000

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Tip

The completed shear studs are illustrated below. Please verify that you have the same model on your end by examining each view provided here. For more information on how to perform visual checks, refer to the quick tips.

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Tip

To view the entire procedure explained on this page, please watch the recorded Video below.

Shear Stud.mp4