Versions Compared

Version Old Version 3 New Version Current
Changes made by

mert.goktas (Unlicensed)

mert.goktas (Unlicensed)

Saved on

Key

  • This line was added.
  • This line was removed.
  • Formatting was changed.

...

1

Navigate to Deck > Concrete Deck.

2

Click on the "Girders" column. Click “pick” from the combobox.

Select the girders graphically you want to create a deck.

3

Click on the three-dot icon located on the first cell of the Cross-Section and click “Edit”

4

Click on the three-dot icon located on the first cell of the Cross Section Location and set as “Abut1” and “Pier1”

Enter data as in the figure.

At this stage, we have entered the cross-sectional values for a span of the bridge. Let's determine how many spans are present in the bridge to be modeled and create parameters accordingly.

Image Removed

Image Added

5

Set Material as Fc_4_1/2ksi.

For the first span of the bridge, we will use the "Concrete Deck" parameter. Please enter the name of the parameter as "Span1".

6

Click on the three-dot icon located on the first cell of the Deck Reinforcement Data and click “Edit”

7

Enter the Deck Reinforcement data as in the figure.

After completing this step, the reinforcement process for the "Span1" deck will be finished.

Image RemovedImage Added
8

To create the decks for 2nd & 3rd span please repeat the previous steps in the same manner.

Enter the necessary cross-sectional values, assign parameters and enter the deck reinforcement data for each span.

By following the same procedure, you will be able to create the decks for both "Span2" and "Span3".Image Removed

Image Added

...

Insert excerpt
_ConfluenceInclusions
_ConfluenceInclusions
nameTo access
nopaneltrue

...

Insert excerpt
_ConfluenceInclusions
_ConfluenceInclusions
nameCopyPaste
nopaneltrue

...

Concrete Deck

General

Code Block
languagexml
Span1	[[Abut1, 0, CS1, 0.10080323627818451012290966156711, 2],[Pier1, 0, CS2, 0.0922650855774282409250245035569946, 2]]	[PIG1,PIG2,PIG3,PIG4,PIG5]	YES	NO	NO	Fc_4_1/2ksi	[[286153.4652286152, 286767.8352286764, A615_60, 4, 4, ASTMA615No8, ASTMA615No8, 2, 2, 3]]
Span2	[[Pier1, 0, CS3, 0.0922650855774282409250245035569946, 2],[Pier2, 0, CS4, 0.1765208552174544817627825445142728, 2]]	[PIG12,PIG11,PIG10,PIG9,PIG8,PIG7,PIG6]	YES	NO	NO	Fc_4_1/2ksi	[[286767.8352286764, 287787.3624287784, A615_60, 4, 4, ASTMA615No8, ASTMA615No8, 2, 2, 3]]
Span3	[[Pier2, 0, CS5, 0.1765208552174544817627825445142728, 2],[Abut2, 0, CS6, 0.256120086413159862565634000431664, 2]]	[PIG17,PIG16,PIG15,PIG14,PIG13]	YES	NO	NO	Fc_4_1/2ksi	[[287787.3624287784, 288322.12559999997288324, A615_60, 4, 4, ASTMA615No8, ASTMA615No8, 2, 2, 3]]

...

Section Data

Cross-Section For Span1

Girders For Span1

Deck Reinforcement Data For Span1

Code Block
languagexml
Abut1	0.0000	CS1	5.77568000	Linear
Pier1	0.0000	CS2	5.28643000	Linear
Code Block
languagexml
PIG1
PIG2
PIG3
PIG4
PIG5
Code Block
languagexml
23846.12210000	23897.31960000	A615_60	4.0000	4.0000	ASTMA615No8	ASTMA615No8	2.0000	2.0000	3.0000

Cross-Section For Span2

Girders For Span2

Deck Reinforcement Data For Span2

Code Block
languagexml
Pier1	0.0000	CS3	5.28643000	Linear
Pier2	0.0000	CS4	10.11391000	Linear
Code Block
languagexml
PIG12
PIG11
PIG10
PIG9
PIG8
PIG7
PIG6
Code Block
languagexml
23897.31960000	23982.28020000	A615_60	4.0000	4.0000	ASTMA615No8	ASTMA615No8	2.0000	2.0000	3.0000

Cross-Section For Span3

Girders For Span3

Deck Reinforcement For Data Span3

Code Block
languagexml
Pier2	0.0000	CS5	10.11391000	Linear
Abut2	0.0000	CS6	14.67467000	Linear
Code Block
languagexml
PIG17
PIG16
PIG15
PIG14
PIG13
Code Block
languagexml
23982.28020000	2402624027.84380000	A615_60	4.0000	4.0000	ASTMA615No8	ASTMA615No8	2.0000	2.0000	3.0000