Define Rebar                                                                                                                 

Check and modify rebar data for RC member.

 

¢Æ Call

New

[Design] Tab > [Design Parameter] > [Define Rebar]

Modify

[Design] Tab > [Design Parameter] > [Define Rebar] > Select Member > [Modify]

[Design] Tab > [Design Parameter] > [Table of Rebar] > Select Member Type > [Modify]

Delete

[Design] Tab > [Design Parameter] > [Define Rebar] > Delete Rebar Data                                                                                                                                                                                                                                                                                                                                                                                                  

[Design] Tab > [Design Parameter] > [Table of Rebar] > Select Member Type > Delete key


¢Æ Detail Description

< Define Arrangement of Rebar Dialog >

Select Object(s) : Select object to define arrangement of rebar.

  Selectable Object(s) : RC member

Delete Rebar Data : Delete inputted rebar data.

Member Property : Group Name, Member Name and Section Name and Dimesion are displayed.

Layout

Length of selected member, location of Start, Middle and End regions and rebar data are displayed.

Edit

Rebar data can be inputted or edited. Check option is changed according to the Member Type.

 

<Rebar Input Option>

If Beam or Sub Beam is selected  

Enter Main Bar, Stirrup and Skin Bar in Start, Middle and End regions.

If Middle and End are unchecked : Equal reinforcement in all regions.

If Middle is checked : Equal reinforcement in Start and End regions and reinforcement for Middle region is separated.

If Column, Sub Column or Brace is selected

Enter the number or spacing of Main Bar and Hoop/Tie.

If End Space is checked in Hoop Tie Option : Separate spacing of Hoop/Tie in both END regions with Middle region.

If User Arrangement is checked : Enter the number of Hoop/Tie.

If Plate is selected

Enter Main Bar and Shear Bar in X and Y directions.

If y direction is checked :  Separate rebar input for x and y directions

If y direction is unchecked : Rebar data is inputted same for both x and y directions.

 

<Rebar Input Table>

Enter rebar data or modify rebar data for the members where rebar arrangement is already completed.

 

If Considered is selected from 'Design Tab > Design Settings > Rebar >Plate > Shear Rebar Design' and Shear Bar is checked from rebar table, shear reinforcement can be applied to the plate member and strength check can be performed including strength of shear reinforcement.

Report : If design is performed, export design result which has taken into account the strength of rebar as a report.

Copy Option : Copy reinforcement result of selected member to the other member.

No Option : Do not copy reinforcement.

Copy in the Same Group : Copy reinforcement of selected member to the members in the same group.

Copy to the Same Section : Copy reinforcement of selected member to the members with the same section dimension.

Note : If the reinforcement of certain member is changed within one group, the corresponding member is separated from the group and defined into Undefined Group.