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?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

Receiving the following error when attempting to design project for concrete: Can anyone help? One Bigelow After Rebuild.std

Hello, I´m trying to analyze a model in STAAD.Pro V8i, said model consists of a slab as foundation, a perimetral RC wall and pedestals and beams to support the upper structure. The model has about 22000 plate elements and about 40 beams. Now to the problem…

Staad.Pro.Connect edition won't open files I could open before the update. Any ideas?

What is the period time range of first mode of RC high rise buildings under seismic loads?

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…

I am modeling a digester with a opening in the wall In the model plates near the opening (plate no: 8632,3026 and other plates around opening ) have abnormal Mx moments along the local x axis of the plate and also there directions are reversed is it…

I am modeling a digester tank , there is a walk above the dome resting on rcc wall, to transfer the slab dead load and live load i have created dummy elements over the walls and applied the dead load and live load as floor loads by grouping the beams…

Good Day, I am just new to Staad Pro so Kindly explain to me in very preliminary way, This is simple Slab of 350mm thickness Supported by beam of 350x350mm on four sides supported by pinned supports an uniform pressure load of 100kN/m2 is applied…

I can not add plate to this area. Im not under standing this. How to add plate here for design of slab?

how to compute the total deadload of the truss? I've watched a video tutorial where in the total deadload of the truss & purlins was computed, so that the resultings loads will be applied as roofload. But when I try to follow the computations I did not…

I have tried to make a unique section using the section wizard. I have no problem creating the shape, exporting to STAAD, adding it to a new user table and then assigning. However when I try to run a simple analysis just to see if it will correctly associate…

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…

Attached please find herewith a model of a foot-over bridge, where I have assigned multiple connections in the same joint but used the offset command. Can this problem be resolved. Check my model & it would be helpful if anyone can fix it. In-Station…