STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

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…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

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

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Hi, I have a question about the RAM Beam and Frame design. Do they complete each other or they are the replacement? The reason I am asking this question is the model that I have with Bent beam. The beam connects the top level to the mid level. If…

I have 500 beams need to be checked/designed. Is there an option to input all the reinforcements (Quantity, Bar size, Reinforcement layer, etc.) from an excel file that has all the reinforcement information for each beam in a row to the software?

To get the maximum and minimum bending moment in a beam i wrote a code as follows: Private Sub CommandButton2_Click() Dim OpenSTAAD As Object Set objOpenSTAAD = GetObject(, "StaadPro.OpenSTAAD") Dim lMemberNo As Long Dim lEnd As Long Dim lLoadcase As…

All, I read through the FAQ "Why are my composite beams being designed as non-composite members?' section but am still confused why RAM SS and SBeam both has po<5.6 limits for web penetrations, even for composite beams. I used Design Guide as an reference…

Hi, I am getting the following errors when I run a Design All in the RAM Steel BEAM/Joist module. In cases where I can't get true composite action, I still want to specify the minimum amount of shear studs. What does the module show when I view the…

Does anyone have an RSS Beams table with 6th edition beam shapes in it?