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RAM | STAAD | ADINA Wiki American Concrete design code ACI 318M-2014 (Metric Unit)
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      • -STAAD Advanced Concrete Design (RCDC)
        • 1. Overview
        • 2. Feature Articles
        • +3. RCDC (SACD) features video
        • -4. Validation Documents
          • American Concrete design code ACI 318-2014 (English Unit)
          • American Concrete design code ACI 318-2019 (FPS Unit)
          • American Concrete design code ACI 318M-2014 (Metric Unit)
          • American Concrete design code ACI 318M-2019 (Metric Unit)
          • Australian Concrete Design Code AS 3600:2018
          • BS EN 1992-3 -2006 (E) - RCC Water Tank Design.
          • Euro Code - BS EN 1992 - 1 - 1 - 2004
          • Indian code - IS 456 -2000 + IS 13920-2016
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    American Concrete design code ACI 318M-2014 (Metric Unit)

    Beam Design Validation (Intermediate Frame) - flexural and shear

    B24_Design Calculation_Validation sheet

    B24_Design calculation from RCDC

    Beam Design Validation (Special Frame) - flexural and shear

    B16_Design Validation sheet

    B16_Design calculation from RCDC

    Beam Sway Shear Validation (Special Frame) 

    ACI_318M_2014_Beam Sway Shear calculation

    B17_Design Calculation report

    RCDC-Staad-Demo -with RCC wall-R0

    Beam Crack width check

    B22_Beam Crack Width Check

    B22_Beam Crack Width Check_RCDC report

    Beam Coupling design Validation

    Beam_ACI 318M-2019_Coupling Design

    B2_Beam Design calculation report

    Coupling beam-testing-model-2

    Column Flexural design (Braced frame) Validation

    ACI_318M-2014_Column Flexural Design_Braced

    C1_Design Calculation Report

    Sample model_02

    Column Flexural design (Un-Braced frame) Validation

    ACI_318M-2014_Column Flexural Design_UnBraced

    Column Validation (Intermediate Frame)

    C4_7.88 to 9.08m_Design Calculation_Validation sheet

    C4_7.88 to 9.08m Level_Design calculation from RCDC

    ACI 318M-2014 (Metric) Column Shear Design and Ductile links design - Special Frame

    ACI_318M-2014_Column_Special_Shear Design

    C22_Column design calculation report

    RCDC-Staad-Demo -with RCC wall-R0

    ACI 318M-2014 (Metric) Column Shear Design and links design - Non Ductile 

    ACI_318M-2014_Column_Regular_Shear Design_R0

    C22_Regular Column design calculation report

    RCDC-Staad-Demo -with RCC wall-R0

    Column_Effective Length Factor calculation

    Column_ACI_318M-2014_Effective Length factor_Validation sheet

    Joint Check for column and beam - Ductile design for Special frame

    Column Beam Joint Check_Validation Document_ACI 38M 2014

    Slab Design (Direct Design Method)

    ACI-M_Slab Design_Validation Sheet

    S6_Slab design calculation_RCDC Output

    1 Pile Pilecap design

        PC1_Design Calculation_Validation Sheet

        PC1_Design Calculation_RCDC Output

      

    2 Piles Pilecap Design 

        PC2_Design Calculation_Validation Sheet
        PC2_Design Calculation_RCDC Output

       

    3 Piles Pilecap design

    PC23_Design calculation_Validation Sheet

    PC23_Design calculation_RCDC Output

    4 Piles Pilecap Design

         PC4_Design Calculation_Validation Sheet

         PC4_Design Calculation_RCDC Output

    5 Piles Pilecap Design

          PC5_Design Calculation_Validation Sheet

          PC5_Design Calculation_RCDC Output

    6 Piles Pilecap Design

          PC6_Design Calculation_Validation Sheet

          PC6_Design Calculation_RCDC Output

     

    • Ductile Column
    • Validation sheet
    • Sway Shear
    • Special Frame
    • ACI Code
    • slab design
    • Crackwidth
    • Coupling Beam
    • Pilecap Design
    • Intermediate Frame
    • Direct Design method
    • RCDC
    • beam
    • Column Design
    • Braced column
    • UnBraced column
    • Column Shear design
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    • Abhijeet Gundaye Created by Bentley Colleague Abhijeet Gundaye
    • When: Sun, Mar 22 2020 2:41 AM
    • Abhijeet Gundaye Last revision by Bentley Colleague Abhijeet Gundaye
    • When: Sat, Apr 22 2023 8:15 AM
    • Revisions: 33
    • Comments: 0
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