• Response Spectrum Analysis & Design Forces Problem for Shear Wall Design in RCDC

    Hi everyone, I have faced a problem importing analysis forces from Staad Pro to RCDC for a shear wall example. I have performed seismic analysis by using the response spectrum method for a box-shaped and cantilever shear wall in StaadPro. I can determine…
  • Load combinations for Foundation Design as per IS 456 : 2000

    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…
  • Error while updating column design in RCDC

    An error is showing while updating the column design in RCDC as shown below. please provide the solution .
  • STAAD Advanced Concrete design: text schedule font problem

    Good day, people! I just wanted to ask re: printing of text schedule in STAAD RCDC. When I print the text schedule, I can't read the reinforcement details because they're all in symbols. How do I fix this? Thank you in advance!!!
  • RCDC Design Calculation Print

    Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…
  • Design of Solid slab (Conventional slabs)

    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…
  • RCDC Detailing Failure

    How to rectify this failure known as 'Detailing failure' in RCDC
  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m
  • How Can I change the Horizontal position of biaxial columns?

    How Can I change the Horizontal position of biaxial columns from the center to the right side, like the below figure? I'm Using Staad pro connect edition.
  • minimum 13 stations are required for beam

    when i open mdb file of etabs 16 and designing beam its shows "minimum 13 stations are required for beam" what is the meaning of this?