Content Comparison

Go to Superstructure Code Checks/Steel I Girder Code Check (AASHTO).

Under General column, select Girder as G4 (exterior girder).

Specify Station as 260 ft. (around 2^nd span mid).

Name the row G4Span.

Enter Panel Type as InteriorPanel (Panel Type serves for web panel classification).

Select Code Check Template as SuperstrCCT.

Go to 2^nd row (It’s for constructability checks for girder G1 at station 240 ft).

Name the 2^nd row G1SpanConst.

Select Girder column G1.

Enter Station as 240 ft.

Enter Panel Type as InteriorPanel.

Select Code Check Template as SuperstrConstCCT.

Go to 3^rd row (It’s for serviceability (Strength, Service and Fatigue) checks for girder G2 at station 160 ft (at pier)).

Name the 3^rd row G2Support.

Select Girder column G2.

Enter Station as 160 ft.

Enter Panel Type as EndPanel.

Select Code Check Template as SuperstrCCT.

Switch to Reinforcement input column.

Select Input Data Preference as Lumped in 1^st row.

For Deck Rebar Material column, click A615_60, if not defined click Import.

From Database drop-down menu, select Steel Material Database.

From Category drop-down menu, select Reinforcing Steel.

From Asset drop-down menu, select A615_60 and click Import.

Drag down the imported material to the 2^nd and 3^rd rows.

Enter reinforcement area values specified in the corresponding cells. (Note that based on the input data preference, inputs not applicable automatically turns into N/A).

Switch to Stiffener input tab.

Select all Has Long. Stiffener column cells at once. Set its value to NO.

Select all Has Trans. Stiffener column cells at once. Set its value to YES.

Go to Stiffener Spacing Computation column.

For the code checks at span region, keep the value Use Cross Frame Spacing as default.

For the code check at support region, click three-dots icon, and select User Input.

See Transverse Stiffener Spacing column turned from N/A to a numeric value. For this example, keep it value 82 in as default.

Longitudinal stiffener = No for this example.

(Long. Stiff-comp. flange:= distance btw longitudinal stiffener and compression flange (in).)

Go to Substructure Code Checks/Pier Cap Code Check.

Set PierCapCCT to Code Check Template.

Name the 1^st row PierCapCC.

To set “Section”, click on three-dots icon and Select.

From drop-down menu, select pier cap section.

Input reinforcement data as:

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 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 default.