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RAM | STAAD | ADINA Wiki RCDC-Footing
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            • Base pressure calculation in RCDC
            • Eccentric Footing design in RCDC
            • Footing Design with loss of contact condition in RCDC
            • Footing Design with tension in Column
            • For calculation of two way (punching) shear, footing self-weight is not added to axial load.
            • How Ast provided for footing is calculated?
            • How is the volume of trapezoidal footing calculated in RCDC?
            • How the effective self-weight of the footing is calculated?
            • Overburden pressure consideration during footing design
            • Please clarify the footing type “on raft” given in RCDC.
            • RCDC Footing bottom minimum reinforcement
            • STAAD connect edition forces/moments is not considered by RCDC design of foundation
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    RCDC-Footing

    Applies To
    Product(s): STAAD Advanced Concrete Design
    Version(s): Connect Edition
    Environment:
    Area: Concrete Design
    Subarea: Footing Design
    Original Author: Bentley Technical Support Group

    1. Overburden pressure consideration during footing design
    2. Footing Design with tension in Column
    3. Eccentric Footing design in RCDC
    4. Footing Design with loss of contact condition in RCDC
    5. Base pressure calculation in RCDC
    6. How the effective self-weight of the footing is calculated?
    7. For calculation of two way (punching) shear, footing self-weight is not added to axial load.
    8. How Ast provided for footing is calculated?
    9. Please clarify the footing type “on raft” given in RCDC.
    10. How is the volume of trapezoidal footing calculated in RCDC?
    11. RCDC Footing bottom minimum reinforcement


     

    • loss of contact
    • footing
    • RCDC
    • Eccentric Footing Design
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    • Madhuri Panda Created by Bentley Colleague Madhuri Panda
    • When: Tue, Apr 9 2019 7:37 AM
    • Abhisek M Last revision by Bentley Colleague Abhisek M
    • When: Fri, Apr 22 2022 6:17 AM
    • Revisions: 21
    • Comments: 0
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