Dear all, I would like to give the center of gravity of my structure in my report. I know how to get in in my output file but I don't know how to put it in my report. Can someone help me please ? Regards, Dimitri

Dear all, I would like to model a tank and to calculate the anchoring loads. I would like to include my hydrostatic pressure inside my tank to have a more realistic model. What type of primary load should I put for this load please ? I tried dead…

Hello, I am seeing a precompression failure for my two-way slab with opening infill beams (Layers > Deign Status > Status Plan). When I go to use the Auditor tool, I do not see much information about the precompression failure (i.e., the needed precompression…

We have been working on a model and needed to create a number of custom sections to do so. I created all of the custom sections on my machine and when I went to send them to my coworker, I couldn't find them. I believed the custom sections would…

I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…

Hello Sir, I have a structure I designed before now, my boss comes yesterday and says he wants us to increase the plan dimension of the structure by a certain scale factor, can i resize the structure in STAADPRO and proceed to design or i have to re…

Whenever using Grouping for end wall columns for wind loads and applying one-way distribution the loads are taken incorrectly, I have attached the staad model showing the problem with connect edition, also when the same model is opened through an older…

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…