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RAM - Steel Column design won't run.
RonnyRaygun
I have set up a model in RAM. It is A steel frame sat on an RC base. I have run the data check and there are no errors or warnings. I have run the steel beam design and it has given me section sizes. However, every time I try to run the steel…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Structural Systems - Bundled Rebar in Concrete Columns
Matthew Watkins
Does anyone know if/how you can model bundles of rebar in RAM Structural System? Currently I'm only seeing the equal spacing method for placing rebar within the concrete columns, but this is overly conservative when considering the bending stress in the…
over 10 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Determination of Vc when dhecking AISC 341 Section 9.3a Panel zone shear.
ATrev
Panel Zone shear Vpz is determined. It is reduced by "Vc". I can find no discussion of this variable in any manual or in any post on this site. I have made a few attempts to recreate this assuming that it is shear in the column, but have had little luck…
over 11 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Incorrect Compressive Resistance for WWFs in RAM Steel Column?
Ed Saiedi
Hi everyone, I have been using RAM Steel Column in the CSA S16 for the design of some WWF sections (required due to limits on column dimensions and our high loading) and are finding the Cr values (Compressive Resistance) calculated using RAM Steel…
over 12 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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