Bentley Communities
Bentley Communities
  • Site
  • User
  • Site
  • Search
  • User
RAM | STAAD | ADINA
  • Product Communities
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki Can RCDC provide the detailing of beam with lowest diameter throughout the length and balance area of steel with higher diameter in other layer?
    • Sign In
    • -RAM | STAAD | ADINA Wiki
      • +ADINA
      • +iTwin Analytical Synchronizer_
      • +Structural Analysis Support Solutions
      • +RAM Concept
      • +RAM Connection
      • +RAM Elements
      • +RAM SBeam
      • +RAM Structural System
      • +STAAD.Pro
      • +STAAD Foundation Advanced
      • -STAAD Advanced Concrete Design (RCDC)
        • 1. Overview
        • 2. Feature Articles
        • +3. RCDC (SACD) features video
        • +4. Validation Documents
        • -5. RCDC Support Solutions
          • +Installation Issues
          • +RCDC General
          • -RCDC-Beam
            • Asv required for is greater than Asv provided.
            • Beam Design for Biaxial Moment
            • Beam design with axial force and Biaxial Moment - Side face reinforcement for Column detailing
            • Beam ductile link calculation as per IS 13920-2016 cl 6.3.5 (b)
            • Beams can be designed in groups if the Beam arrangement is similar at all Floors.
            • Can number of bars for the given width of beam be edited?
            • Can RCDC design Curved beams? Will it convert the curved beam composed of many parts to a single physical beam?
            • Can RCDC provide bottom bar without curtailment in single span?
            • Can RCDC provide the detailing of beam with lowest diameter throughout the length and balance area of steel with higher diameter in other layer?
            • Clarification regarding the curtailment of 100% top reinforcement.
            • Customized curtailment provision in RCDC?
            • Detailing of beams with different depths in RCDC
            • Does RCDC allow to provide only 2 bars for top reinforcement?
            • Does RCDC calculates moment capacity for sway shear calculations as per rectangular section or flanged section for beam?
            • Does STAAD advanced concrete design (RCDC) consider the contributing effects of the slab flanges in RC beam design?
            • Even after opting best fit for top reinforcement, why does RCDC provides higher reinforcement (as per minimum Pt) at top at mid-span?
            • How the effective depth is calculated in beam design and what is the impact of “maximum Aggregate 2 Size” on effective depth?
            • How to calculate reinforcement of beam at face of column in RCDC?
            • How to make beams pass if failed due to shear stress exceeds maximum permissible shear stress (TauC)?
            • If Beam is designed for axial plus biaxial forces, ideally if axial force in beam is less than the permissible value of IS 13920 code, the member should be designed as beam only both for strength and crack width and check as per columns not be applicable
            • If the Beams exists at support level of the structure, can it be designed in STAAD Advanced Concrete Design (RCDC)?
            • Ignoring concrete capacity in beam design as per clause 6.3.4 of IS 13920-2016
            • In BBS for ductile beams, there should be no lap splice within the joint and within 2D from the face of the column. (ACI 318M – 14 cl. 18.6.3.3)
            • In Beam design output of stirrups, what is 2L-T8 (H)?
            • In RCDC Detailing option is available in Design Settings.
            • Is there a Customized curtailment provision in RCDC ?
            • Is there any option to disregard the contribution of concrete in resisting shear for beam when IS 13920-2016 is used?
            • Please give clarification of failure type for beam element. Failure type – Shear –Tc max
            • Query related to Force matching with ETABS ACCDB
            • RCDC is considering 'Zero" bending moment at left and right support despite there being some Bending moment at the support.
            • RCDC is providing steel for beams in several layers of 12mm dia. for some Beams
            • Serviceability check for allowable deflections as per ACI 318M-14
            • Side face reinforcement calculation in RCDC
            • Sway Shear Calculation for Ductile Beam Design
            • What is the purpose of mirror & straight option in group/ungroup tab?
            • What is the purpose of the Ignore Torsion feature available in RCDC Design setting?
            • When IS 13920 is selected, does RCDC consider required rebar or provided rebar to calculate capacity (plastic) shear force (or moment capacity) for beam?
            • Which option can be used to save the reinforcement for long span beams in RCDC?
            • +Why default 0.2% is provided for nominal steel in RCDC? Does it have any reference?
            • Why is RCDC taking wind load shears to do ductile detailing for earthquake loads?
            • Why RCDC is giving more reinforcement at bottom near supports as curtailed bars?
            • Why specifically only 13 stations (for beams) can be imported from E-tabs to RCDC?
          • +RCDC-Column & Shear Wall
          • +RCDC-Footing
          • +RCDC-Pile Cap
          • +RCDC-Slab
          • +Solution for Issues Related to Etabs-RCDC Workflow
        • 6. Release Note
        • +7. RCDC Known Issues
      • +STAAD.building
      • +STAAD RCDC FE
      • +Scenario Services
      • +STAAD.offshore
      • +Limcon
      • +Microstran
      • +MStower
      • +Structural Dashboard
      • +Structural WorkSuite
    • +RAM | STAAD Learning Resources
    • Simplifications to Bentley's Engineering Simulation Software Licenses

     
     Questions about this article, topic, or product? Click here. 

    Can RCDC provide the detailing of beam with lowest diameter throughout the length and balance area of steel with higher diameter in other layer?

    ​

    ​

    Applies To
    Product(s): STAAD Advanced Concrete Design
    Version(s): Connect Edition
    Environment:
    Area: Concrete Design
    Subarea: Beam design
    Original Author:

    SANJIB DAS

    Bentley Technical Support Group

    Can RCDC provide the detailing of beam with lowest diameter throughout the length and balance area of steel with higher diameter in other layer?

    Yes. It can handle this only for top reinforcement. To maintain, the lowest bar at top user can select “min dia.” option in general setting. Lowest Bar diameter and numbers will be provided across the length of the beam and remainder will be provided at next layer of reinforcement. This option will result in detailing like 2-T12 at first layer and 2-T25 at second layer. For more information refer Topic “General and Reinforcement Settings” for beam from help Content.

    • Beam Design
    • RCDC
    • Share
    • History
    • More
    • Cancel
    • DSANJU Created by Bentley Colleague DSANJU
    • When: Wed, Mar 23 2022 3:30 AM
    • DSANJU Last revision by Bentley Colleague DSANJU
    • When: Wed, Mar 23 2022 3:32 AM
    • Revisions: 2
    • Comments: 0
    Recommended
    Related
    Communities
    • Home
    • Getting Started
    • Community Central
    • Products
    • Support
    • Secure File Upload
    • Feedback
    Support and Services
    • Home
    • Product Support
    • Downloads
    • Subscription Services Portal
    Training and Learning
    • Home
    • About Bentley Institute
    • My Learning History
    • Reference Books
    Social Media
    •    LinkedIn
    •    Facebook
    •    Twitter
    •    YouTube
    •    RSS Feed
    •    Email

    © 2023 Bentley Systems, Incorporated  |  Contact Us  |  Privacy |  Terms of Use  |  Cookies