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Follow the next steps to create pier footing code check. |
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Go to Substructure Code Checks/Pier Footing Code Check.
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Under Pier Footing Template, set PierFootCCT.
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Select Pile Cap and set Footing1.
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Specify code check stations in longitudinal and transverse directions by Distance in X-dir from centroid and Distance in Y-dir from centroid parameters as 10 and 20, respectively.
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Name the 1st row PierFootCC.
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Switch to Flexural Reinforcements column
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Set A615_60 to Reinforcement Material.
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From three-dots icon  of 1st row under Longitudinal Direction Reinforcements, click to Edit.
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From three dot of 1st row under Rebar Profile, click ASTMA615No8, if it is not defined click Import.
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From the Asset drop-down, select ASTMA615No8.
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Click Import.
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Enter Spacing of Reinforcements and Distance to Extreme Fiber.
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Go to the 2nd row.
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To define rebar info for the top, under Top or Bottom parameter, select Top.
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Drag down 3rd and 4th column data of 1st row.
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Click back icon to go back.
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From three-dots icon of 1st row under Transverse Direction Reinforcements, click to Edit.
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Set ASTMA615No8 to Rebar Profile.
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Enter Spacing of Reinforcements and Distance to Extreme Fiber.
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Go to 2nd row.
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To define rebar info for the top, under Top or Bottom parameter, select Top.
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Drag down 3rd and 4th column data of 1st row
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Switch to Shear Reinforcements column.
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Select the Shear Reinforcement Profile in Longitudinal Direction, Shear Reinforcement Profile in Transverse Direction, Shear Reinforcement Material and Shear Reinforcement and enter values for the Spacing in Longitudinal Direction, Spacing in Transverse Direction, Num of Legs in Long. Dir. and Num of Legs in Trans. Dir.
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Pier footing code check is completed. |
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Go to Pier Footing Code Check under Substructure Code Checks on the tree view.
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Copy General, Flexural Reinforcements, and Shear Reinforcements from model inputs and paste into OpenBrIM.
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Pier Footing Code Check
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General
| Code Block |
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PierFootCC PierFootCCT Footing1 10.0000 20.0000 All |
Flexural Reinforcements
| Code Block |
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PierFootCC A615_60 [[1, ASTMA615No8, 10, 4],[0, ASTMA615No8, 10, 4]] [[1, ASTMA615No8, 10, 4],[0, ASTMA615No8, 10, 4]] |
Shear Reinforcements
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After clicking on ‘Substructure Code Checks> Pier Footing Code Check' in the navigation treeview, follow the steps to define the Pier Footing Code Check. You can use the collapsed documentation page below for more information on the explanations of each parameter. |
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| Pier Footing Code Check [SIG] |
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| 2 | As a result of these operations, an issue will appear on the OpenBrIM screen. This does not necessarily mean that any operation was done incorrectly. The issue will be resolved when the shear reinforcement profile in longitudinal direction, shear reinforcement profile in transverse direction and shear reinforcement material are defined in the next step. |  | ||||||||||
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| 8 | You can edit the Flexural Reinforcement parameters of Pier Footing Code Check from Flexural Reinforcement tab.
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1st row - Top or Bottom: Bottom Rebar Profile: ASTMA615No8 Spacing of Reinforcement: 10 Distance to Extreme Fiber: 4 |  | ||||||||||
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1st row - Top or Bottom: Bottom Rebar Profile: ASTMA615No8 Spacing of Reinforcement: 10 Distance to Extreme Fiber: 4 |  | ||||||||||
| 13 | You can edit the Shear Reinforcement parameters of Pier Footing Code Check from Shear Reinforcement tab.
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| 18 | Proceed to the next step to verify the model. | |||||||||||
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The completed pier footing code check is 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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To view the entire procedure explained on this page, please watch the recorded Video below. |