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RAM | STAAD | ADINA
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    • effective length factor
    • Beam Crackwidth
    • Beam Design
    • Beam Sway Shear
    • Braced column
    • calculation on K
    • Column Design
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    • slenderness in column
    • Staad pro connect edition
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    • Structural Analysis
    • Sway Frames
    • Tapered Beams
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    • Unbraced frame
    • American Concrete design code ACI 318-2014 (English Unit)

      Abhijeet Gundaye
      Abhijeet Gundaye
      ACI English Unit_Beam Crack width Validation Sheet B5_crackwidth_Validation Sheet B5_crackwidth_RCDC Output ACI 318-2014 (English) - Beam Sway Shear calculation ACI_318_2014_Beam Sway Shear calculation B7_Design Calculation Report STAAD…
      • 5 months ago
      • RAM | STAAD | ADINA
      • RAM | STAAD | ADINA Wiki
    • American Concrete design code ACI 318-2019 (FPS Unit)

      Abhijeet Gundaye
      Abhijeet Gundaye
      Following are the Validation sheets for various elements available in RCDC as per ACI 318-2019 design code. Beam design for Flexural, Shear and torsion_Special frame ACI_2019_Special Beam_FPS Unit_Validation sheet B1_Design Calculation Report_RCDC…
      • 5 months ago
      • RAM | STAAD | ADINA
      • RAM | STAAD | ADINA Wiki
    • Euro Code - BS EN 1992 - 1 - 1 - 2004

      Abhijeet Gundaye
      Abhijeet Gundaye
      Beam Design_Non Ductile_Validation sheet_BS EN 1992 1 1 2004 B5_Design calculation_Validation sheet B5_Design-Calculation-report_RCDC Output Ductile Beam-DCH - Sway Calculation BS EN 1998-1:2004 BS EN_1998-2004_Beam Sway Shear calculation …
      • 7 months ago
      • RAM | STAAD | ADINA
      • RAM | STAAD | ADINA Wiki
    • Why IS Code 800-2007 LSD fails Ratio INFINITY, while AISC 360-10 ASD passed Beam with Ratio 0.44? Taper beam

      Arun Chugh
      Arun Chugh
      1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis! 2) Is this 12 mm Flange thickness is critical…
      • over 1 year ago
      • RAM | STAAD | ADINA
      • RAM | STAAD Forum
    • Is UNB/UNT/UNL linked to effective length factors Ky and Kz in STAADPRO?

      Kay Thi Kyin
      Kay Thi Kyin
      Hi all, I was wondering if anyone could provide some clarity on the use of UNL (UNB/UNT) in the case of cantilever members. What I know so far is that Ky and Kz would have some typical factor of 2 or 2.1 for cantilever members, and this impacts the…
      • over 1 year ago
      • RAM | STAAD | ADINA
      • RAM | STAAD Forum
    • Does RCDC calculate the Effective length factor automatically or it is user defined? Is it same for all columns in model or different?

      Shreyanka Bhattacharjee
      Shreyanka Bhattacharjee
      Applies To Product(s): STAAD Advanced Concrete Design Version(s): All Environment: N/A Area: Concrete Design Subarea: Column & Shear Wall Original Author: Shreyanka…
      • over 1 year ago
      • RAM | STAAD | ADINA
      • RAM | STAAD | ADINA Wiki
    • Does RCDC calculate the effective length factor based on ACI 318M -14 Fig. R6.2.5 (b) for sway frames?

      Suvadeep Acharjee
      Suvadeep Acharjee
      Applies To Product(s): STAAD Advanced Concrete Design Version(s): All Environment: N/A Area: Concrete Design Subarea: Column & Shear Wall Original Author: Suvadeep Acharjee…
      • over 1 year ago
      • RAM | STAAD | ADINA
      • RAM | STAAD | ADINA Wiki
    • Ram Concrete Column Buckling

      Andrea Armacost
      Andrea Armacost
      How is RAM using the nomograph to calculate the K factor for a non-sway column that is braced by the slab? Under the "bracing criteria" if I keep the assignment as "slab braces the column" but I don't have a beam framing directly into the column in that…
      • over 2 years ago
      • RAM | STAAD | ADINA
      • RAM | STAAD Forum
    • RE: QUESTIONS! HOW I CAN CALCULATE THE PARAMETER KX ,KY AND KZ FOR A COLUMN IN A STRUCTURE OF STEEL

      Sye
      Sye
      A couple of points. If you are using the AISC 360-10 then you should use the DIRECT ANALYSIS which is the analysis method which is most generic and applicable for all structures. Another great advantage of using DIRECT ANALYSIS is that you can use K=1…
      • over 7 years ago
      • RAM | STAAD | ADINA
      • RAM | STAAD Forum
    • Accounting for K in column design as per ACI 318

      Modestas
      Modestas
      Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Concrete Design Solutions Subarea: American Concrete Design Original Author: Sye Chakraborty…
      • 6 months ago
      • RAM | STAAD | ADINA
      • RAM | STAAD | ADINA Wiki
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