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RAM | STAAD | ADINA Wiki STAAD.Pro Concrete Design [FAQ]
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              • "Vu" which is reported in the shear design output does not match the shear force Fy from the member end force output
              • A Floor Slab has been Modeled using 4-Noded Plate Elements. Why are the Moments as well as Reinforcement Appearing on the Top and not the Bottom of the Plates
              • A suitable bar arrangement could not be determined
              • Accounting for cracked concrete section
              • Accounting for K in column design as per ACI 318
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              • As part of the concrete column design output STAAD.Pro plots the Pn and Mn
              • Bar Size Can Not Be Matched to Meet All Requirements
              • Can I change the strength reduction factors in the program
              • Can I design concrete beams in STAAD.Pro as per the ACI code against minor axis moment My ?
              • Concrete Design as per IS:456-2000 Code: Technical details for the "BRACING" Parameter.
              • EC2 code is not available in the batch mode of concrete design
              • How do I interpret the element design results per the ACI code
              • How do I Specify 2 Rows of Reinforcement in the Top or the Bottom of the Beam
              • How to Compute the Capacity of the Existing Concrete Section
              • I am designing a concrete column in STAAD.Pro but STAAD is only designing for the first load case
              • I am trying to define a Slab Design brief from within the RC Designer. The Main Reinforcement tab refers to directions like X and Y
              • If using an American code for code check, is there any parameter to define the material factor or is it already included
              • In STAAD the bending moment and shear forces are reported at 12 subdivision in a beam. I want to know how to obtain design result at column face for beam design(flexure) and shear at ā€œdā€ distance.?
              • Is Dowel Reinforcement a Term Used by American Engineers
              • IS: 456 Column Design Philosophy
              • LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
              • My input file contains 2 load cases - case 1 and 2. For member 43, case 2 produces a larger value of shear force along local Y axis than case 1
              • RFACE parameter in IS456 code
              • What do These Expressions Mean "LONG. REINF.", "TRANS. REINF.", "TOP", "BOTT."
              • Why is concrete design on an element output report reinforcement in terms of "SQ.MM/MM"
              • Why is it that the concrete column interaction diagram is not plotted in the output although track 2 was specified
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     Questions about this article, topic, or product? Click here. 

    STAAD.Pro Concrete Design [FAQ]

       
      Applies To 
       
      Product(s): STAAD.Pro
      Version(s): All
      Environment:  N/A
      Area:  Concrete Design
      Subarea:  FAQ's
      Original Author: Bentley Technical Support Group
       
    1. If using an American code for code check, is there any parameter to define the material factor or is it already included?
    2. LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND THE MIDPOINT OF MEMBER
    3. Is Dowel Reinforcement a Term Used by American Engineers
    4. My input file contains 2 load cases - case 1 and 2. For member 43, case 2 produces a larger value of shear force along local Y axis than case 1
    5. Why is it that the concrete column interaction diagram is not plotted in the output although track 2 was specified?
    6. "Vu" which is reported in the shear design output does not match the shear force Fy from the member end force output
    7. What do These Expressions Mean "LONG. REINF.", "TRANS. REINF.", "TOP", "BOTT."
    8. Why is concrete design on an element output report reinforcement in terms of "SQ.MM/MM"
    9. A Floor Slab has been Modeled using 4-Noded Plate Elements. Why are the Moments as well as Reinforcement Appearing on the Top and not the Bottom of the Plates
    10. How to Compute the Capacity of the Existing Concrete Section
    11. Can I change the strength reduction factors in the program
    12. How do I Specify 2 Rows of Reinforcement in the Top or the Bottom of the Beam
    13. Bar Size Can Not Be Matched to Meet All Requirements
    14. How do I interpret the element design results per the ACI code
    15. As part of the concrete column design output STAAD.Pro plots the Pn and Mn
    16. I am trying to define a Slab Design brief from within the RC Designer. The Main Reinforcement tab refers to directions like X and Y
    17. I am designing a concrete column in STAAD.Pro but STAAD is only designing for the first load case
    18. EC2 code is not available in the batch mode of concrete design
    19. Can I design concrete beams in STAAD.Pro as per the ACI code against minor axis moment My ?

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    Bentley's Technical Support Group requests that you please confine any comments you have on this Wiki entry to this "Comments or Corrections?" section. THANK YOU!

     

       

    • FAQs
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    • Concrete Design
    • Element Design
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    • Elisa McGraw Created by Elisa McGraw
    • When: Tue, Sep 16 2008 2:23 PM
    • Sye Last revision by Bentley Colleague Sye
    • When: Thu, May 11 2017 2:45 PM
    • Revisions: 60
    • Comments: 1
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