In the multistory tilt-up building, if the service displacements are not exceeding the permissible limit (L/150). In that case also do we need to modify the cracked factor in bending for wall panels (which is by default 1)?

I am designed a 6 story bldg. in ram structural where the top floors (elevated) are steel framing and the base is concrete columns. I ran integrity checks for the everything and no errors were flagged. I went into the RAM concrete section and ran the…

What is the Difference between Story Displacements and Drifts in RAM Frame?

Hey, I'm designing an OCBF system. Does the frame reaction envelope report created from RAM Frame include the overstrength factor omega in the load combinations?

In RAM SS, I have a group of beams that I know the sizes I want, but need to come up with number of studs and camber. Is there a way I can do this? All steel beams are specified as composite in the modeler. I've gone to " process " and cleared both designs…