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.
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