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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?

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 everyone, I have been using RAM Structural Systems for just a week now. After laying out my gravity steel beam members in RAM Modeler, I have an option for Assigning beam fixity, but when I click to select my beams for different fixity options, which…

Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…

Sir, Kindly help how to make use of the EUDL and GLD parametesrs as given in the Indian Codes - Concrete Design Per IS13920 8A1.5 Column Design. I tried many means to input the same but failed. I need how to input the command and where…

When you model a cantilever beam with type "extension" at a lower level of a multi-story column, does RAM SS analyze the column as continuous or does it assume the beam essentially passes through the column? In other words, do the moments from the cantilever…

Hi everyone, I'm a new user of RAM Steel Beam and of this website. I am doing my beam design now. I have been modelling for all of last week, but for some reason, can't figure out how to model continuous beams! When I add a beam over a column in RAM Modeler…

I am designing a composite floor system as my first project in RAM. As I was looking at the composite beam deflections and checking them to make sure I understood and agreed, it seemed that the Post-Composite Beam Deflections for a S-S beam with a UDL…