I receive an error message "Polygon intersection algorithm failed for the following input polygons:...." when I open RAM Frame. Once I click "OK", the RAM Frame module closes. I don't understand why I'm receiving this error. The only change I made in…

Hello Everyone Please share with me the tutorials about a combined footings

I hope someone could help me with this. I'm new to STAAD and I'm having trouble fixing this Note. It's not an error, but I can't get to post processing. Here STAAD SPACE START JOB INFORMATION ENGINEER DATE 01-Feb-21 JOB NAME ATEZURA PERIMETER FENCE…

I am trying to understand why the wall axial load (in a concrete wall) does not more closely match that of the applied load (using 1-way deck). When I "view gravity loads" applied to the wall this matches the tributary load to the wall. This makes sense…

I develop simple model 1 story structure consist of slab and column only (no beam). Then I apply vertical load on the middle of the slab. After that I put rigid diaphragm using master slave and run the model. As the result, I got all support reaction…

Dear all, Kindly guide me on the following topic. How to check and compare for similar results of SFD and BMD in Case 1 model, with FEM model in case 2 ? PFA image for details. Regards, Robin Thomas

How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?

Hi guys, im looking to fix this error im getting, i have no warnings just this error. How do i fix? my editor is below. 1. STAAD SPACE DXF IMPORT OF EIFFEL MODIFYING -TO GET DXF1.DXF INPUT FILE: C:\Users\Administrator\Desktop\[Admir Islamovic…

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?

I've received a site specific spectral acceleration plot from the Geotechnical Engineer. How do I apply this plot with the inputs for RAM Frame? Do I calc the site specific acceleration based on RAM's calculation of the period and compare this to the…

Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1

Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.

Hi guys, I am modelling a slab supported on piles, the piles are actually tension piles to support upheave beneath the slab. I model the slab using plate elements and use vertical restraint node support at where the piles are located. The issue I…

How Can I change the Horizontal position of biaxial columns from the center to the right side, like the below figure? I'm Using Staad pro connect edition.

when i open mdb file of etabs 16 and designing beam its shows "minimum 13 stations are required for beam" what is the meaning of this?

I'm using the latest update of STAAD.Pro CONNECT Edition (22.03.00.28) When I try to run the model, this happens: But when I check the output file, it is like this: After assessing the output file, the number of errors shown after analysis reflects…

Hello, I received this message when I went to import my RAM Frame analysis to RAM Connection. I noticed that my load combinations did not appear in RAM Connection, and I was puzzled why. I found that I could generate my loads, but my base plate design…

1. STAAD SPACE INPUT FILE: C:\Users\leth_agnes\Desktop\MOR\RCD\new\Structure1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 01-DEC-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 3 0; 3 0 6 0; 4 0 9 0;…

Hello, I am curious to know if it is possible to set a local node to node displacement limit, whilst allowing the two nodes to displace globally greater than the set limit? The issue I have is that I am modelling in pipe supports which under an applied…

Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…

Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.