• Load combinations for Foundation Design as per IS 456 : 2000

    Shuvam Sarkar
    Shuvam Sarkar
    IS 456 : 2000 stipulates load combinations for design of collapse and serviceability, but not exactly for foundation design. Is it appropriate to use serviceability load combinations for foundation stability check and collapse load cases for reinforcement…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RCDC v10, beam design - Beam continuum section - Beam are considered as cantilever, where there should be support on both sides. No option to add support as column. Can you please clarify

    Vineeth Sagabala
    Vineeth Sagabala
    Hello, I would like to design with supports on both sides. I designed columns first in RCDC V10, then my etabs analysis fie (tables to access file) is used to design beams floor by floor. I am designing ground floor beams first. When I import the file…
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • ERROR IN COLUM DESIGN IN RCDC

    Falcon X
    Falcon X
    WHEN I CLICK ON AUTO DESIGN (WHILE DESIGNING COL) IN RCDC THIS ERROR SHOWS HOW TO SOLVE IT? I USED .accdb FILE FROM ETABS V19. Item has already been added. Key in dictionary: '0' Key being added: '0'
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • RCDC Detailing Failure

    Kunal Jeena
    Kunal Jeena
    How to rectify this failure known as 'Detailing failure' in RCDC
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Can I Reduce Development length of bars in the beam by using RCDC

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Can I design a Continuous two slabs by using RCDC STAAD?

    Sulaiman Ade
    Sulaiman Ade
    Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Mton/Cm to Kn/m

    Sulaiman Ade
    Sulaiman Ade
    How do I change Mton/Cm to Kn/m
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • PROBLAM DURING DESIGN OF BEAM IN ADVANCE CONCRETE DESIGN (RCDC)

    Design Can Change The World
    Design Can Change The World
    When i am going to design beam than rcdc shows this warning and not proceed further for design.
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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