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RAM | STAAD | ADINA Wiki Some of the columns are missing at lower level even if they have exist in Staad model
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            • Lateral ties diameter, spacing & no of columns main bars are correlated by formula given in IS13920 for rectangular and circular column. Can any single parameter be provided to calculate remaining two parameters in RCDC, once the initial design is comp
            • Lateral ties diameter, spacing & no. of columns main bars are correlated by formula given in IS13920 for rectangular and circular column. Can any single parameter be provided to calculate remaining two parameters in RCDC,once the initial design is comp
            • Lateral ties diameter, spacing & no. of columns main bars are correlated by formula given in IS13920 for rectangular and circular column.Can any single parameter be provided to calculate remaining two parameters in RCDC,once the initial design is compl
            • On what basis does RCDC perform the Joint shear check based on the Aspect ratio of vertical member as per Clause 7.1.2 IS13920 - 2016 & Amendment no.1 - 2017?
            • Pl refer to Annexure A off IS 13920 which states walls are to be designed for uniaxial bending. Columns are considered as biaxial. Hence, their design cannot be clubbed under one set
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            • RCDC follows ductile detailing as per 13920 for outer ring of boundary element but reduces link dia. & spacing for inner links
            • Some of the columns are missing at lower level even if they have exist in Staad model
            • Spacing of confining reinforcement for column as per IS13920 2016
            • There is option under shear wall for detailing as Boundary Element or Equi Spaced rebar. I wish to have detailing as equi-spaced rebar, but it never gives detailing as equi spaced and redesign consume lot of time
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            • When equal number of bars are provided in all columns from plinth to top floors, after design it’s showing lesser bars at the bottom and more at top
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    Some of the columns are missing at lower level even if they have exist in Staad model

       
      Applies To 
       
      Product(s): STAAD Advanced Concrete Design
      Version(s): All
      Environment:  N/A
      Area:  Concrete Design
      Subarea:  Column & Shear Wall
      Original Author: Shreyanka Bhattacharjee
    Bentley Technical Support Group
       

    Some of the columns are missing at lower level even if they have exist in Staad model

    If the model has column members with no joints at in between levels, then these columns will appear ‘Missing’ in those levels. This can be checked by generating column elevation.

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    • Shreyanka Bhattacharjee Created by Bentley Colleague Shreyanka Bhattacharjee
    • When: Wed, Mar 23 2022 3:39 PM
    • Revisions: 1
    • Comments: 0
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