Content Comparison

Go to Substructure Code Checks/Pier Footing Code Check.

Under Pier Footing Template, set PierFootCCT.

Select Pile Cap and set Footing1.

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.

Name the 1^st row PierFootCC.

Switch to Main Flexural Reinforcements column

Set A615_60 to Reinforcement Material.

From three-dots icon  of 1^st row under Longitudinal Direction Reinforcements, click to Edit.

From three dot of 1^st row under Rebar Profile, click ASTMA615No8, if it is not defined click Import.

From the Asset drop-down, select ASTMA615No8.

Click Import.

Enter Spacing of Reinforcements and Distance to Extreme Fiber.

Go to the 2^nd row.

To define rebar info for the top, under Top or Bottom parameter, select Top.

Drag down 3^rd and 4^th column data of 1^st row.

Click back icon to go back.

From three-dots icon of 1^st row under Transverse Direction Reinforcements, click to Edit.

Set ASTMA615No8 to Rebar Profile.

Enter Spacing of Reinforcements and Distance to Extreme Fiber.

Go to 2^nd row.

To define rebar info for the top, under Top or Bottom parameter, select Top.

Drag down 3^rd and 4^th column data of 1^st row

Switch to Shear Reinforcements column.

In this example, input data kept as defaultSelect 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.