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?

THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)

what is your opinion in layout of tendons for this post-tensioned slab???? notes : spacing = 1.5 m max span = 9 m , slab thickness= 250 mm each tendon contains 5 strands (12.7 mm) can you suggest span layout to design sections????

Good Everybody, I am Modeling a Circular Digester tank of 318Million Litters per Day , I have a doubt how to model the connection between the wall and raft footing. this how I modeled the Raft is 600mm thk and the wall is 350mm thk, I have modeled…

Hey I'm designing a mat foundation. I see two types of analyses zero-tension and linear. What is the basic difference between two? I read the manual but couldn't understand clearly. It would be great if anyone could explain it to me in layman language…

Is there anyway to clear the STAAD model loads or prevent loads from repeating? I have the following code that runs when I click the button: objOpenSTAAD.Load.CreateNewPrimaryLoad "Wind & Ice X" For i = 1 To (X) objOpenSTAAD.Load.AddMemberUniformForce…