Function
- Display the sectional data for RC members arranged in a table by member types
- Modify/Delete existing or Add New data while reviewing the entered data.
Call
From the Main Menu select [Design] tab > [Type : RC Design] > [Table] group > [Rebar Data Tables] > [Design Criteria for Rebar by Members Table]
Input
When the table shown below is displayed, the user may select relevant items to Modify/Delete, or Add New data.
Beam Rebar Data
Element : Element number
Main Rebar : Standard size for main rebars
Stirrups : Standard size for stirrup bars
Arrangement : Number of shear reinforcing legs
Side Bar : Standard size for side bars
dT : Distance between the center of the top main rebars in the upper layer and the top surface of the section
dB : Distance between the center of the bottom main rebars in the lower layer and the bottom surface of the section
Option of Sliced Bars : A splicing option for the main rebars in the automatic design.
The default automatic design selects 50% (50%-spliced).
= None : Number of main rebars calculated without considering splicing
= 50% : Number of main rebars calculated considering 50%-splicing
= 100% : Number of main rebars calculated considering 50%-splicing
[Beam Rebar Data Table]-TW
Element : Element number
Main Rebar : Standard size for main rebars
Stirrups : Standard size for stirrup bars
Arrangement : Number of shear reinforcing legs
Side Bar : Standard size for side bars
dT : Distance between the center of the top main rebars in the upper layer and the top surface of the section
dB : Distance between the center of the bottom main rebars in the lower layer and the bottom surface of the section
Option of Sliced Bars : A splicing option for the main rebars in the automatic design.
The default automatic design selects 50% (50%-spliced).
= None : Number of main rebars calculated without considering splicing
= 50% : Number of main rebars calculated considering 50%-splicing
= 100% : Number of main rebars calculated considering 50%-splicing
Doubly Reinforced Beam Design : Option to use doubly reinforced beam design
Doubly Reinforced Ratio : Ratio of compressive rebar to tensile rebar
[Beam Rebar Data Table]-JP
Element : Element Number
Main Rebar : Standard size for main rebars
Stirrups : Standard size for stirrup bars
Arrangement : Number of shear reinforcing legs
Side Bar : Standard size for side bars
dT : Distance between the center of the top main rebars in the upper layer and the top surface of the section
dB : Distance between the center of the bottom main rebars in the lower layer and the bottom surface of the section
Option of Sliced Bars : A splicing option for the main rebars in the automatic design.
The default automatic design selects 50% (50%-spliced).
= None : Number of main rebars calculated without considering splicing
= 50% : Number of main rebars calculated considering 50%-splicing
= 100% : Number of main rebars calculated considering 50%-splicing
AIJ Recommendation : Option to use AIJ Reinforcing Bar Recommendation
Stirrup Type : Type for stirrup bars when using AIJ Recommendation
Column/Brace Rebar Data
[Column/Brace Rebar Data Table]- not for JP
Element : Element Number
Main Rebar : Standard size for main rebars
Tie/Spirals : Standard sizes for tie bars used in column design
Arrangement Y,Z : Number of shear reinforcement legs
d0 : Cover distance from the center of main rebars
Option of Spliced Bars : Select a splicing option for the main rebars in the automatic design.
The default automatic design selects 50% (50%-spliced).
= None : Number of main rebars calculated without considering splicing
= 50% : Number of main rebars calculated considering 50%-splicing
= 100% : Number of main rebars calculated considering 50%-splicing
[Column/Brace Rebar Data Table]-JP
Element : Element Number
Main Rebar : Standard size for main rebars
Tie/Spirals : Standard sizes for tie bars used in column design
Arrangement Y,Z : Number of shear reinforcement legs
d0 : Cover distance from the center of main rebars
AIJ Recommendation : Option to use AIJ Reinforcing Bar Recommendation
Option of Spliced Bars : Select a splicing option for the main rebars in the automatic design.
The default automatic design selects 50% (50%-spliced).
= None : Number of main rebars calculated without considering splicing
= 50% : Number of main rebars calculated considering 50%-splicing
= 100% : Number of main rebars calculated considering 50%-splicing
Wall Rebar Data
[Wall Rebar Data Table]-Not available not for JP
Wall ID : Wall ID
Story : Story Level
Vertical Rebar : Standard sizes for vertical rebars used in shear wall design
Horizontal Rebar : Standard size for horizontal rebars used in shear wall design
End Rebar From : The minimum standard size to be used for end rebars for shear wall design.
de : Distance from the end of the shear wall member to the center of the first row of the vertical rebars (or end rebars) (cover thickness)
dw : Distance between the center of the end vertical rebars and the end of the shear wall (cover thickness)
[Wall Rebar Data Table]-JP
Wall ID : Wall ID
Story : Story Level
Vertical Rebar : Standard sizes for vertical rebars used in shear wall design
Horizontal Rebar : Standard size for horizontal rebars used in shear wall design
End Rebar From : The minimum standard size to be used for end rebars for shear wall design.
de : Distance from the end of the shear wall member to the center of the first row of the vertical rebars (or end rebars) (cover thickness)
dw : Distance between the center of the end vertical rebars and the end of the shear wall (cover thickness)
AIJ Recommendation : Option to use AIJ Reinforcing Bar Recommendation