Hello! I am a civil engineering student and I am having a hard time figuring out what type of connection STAAD Ram will be able to provide for truss structure like this one? I prefer to have those members be connected using a side-to-side plate. Please…

IF I HAVE TO LIVE LOAD LIKE ONE IS ROOF LIVE AND OTHER IS LIVE LOAD THEN STAAD IS NOT TAKEN ACCOUNT TO THE ROOF LIVE IN THE COMBINATIONS IT IS TAKING ONLY LIVE IN THE COMBINATION PLEASE LOOK OUT IN THIS MATTER

Hi, I'm running a simple structural model to understand the issue I'm facing in a bigger model with Master-slave specification in STAAD. I defined a master node at elevation Y1 and slave nodes at elevation Y1 and Y2. After running the calculation…

Hi Team, I'm using STAAD Pro Connect Update 12. I'm not able to edit design results for Basic diagram in Label settings. Previously this was editable. Can you please suggest a resolution for this?

Hi, Dear All, I tried to model an I-girder with plate element as web and beam element as flanges. I wonder if there is a tool in STAAD Pro to show the resultant forces (axial force/moment/shear) cross a section. If not, could you please advise a good…

I understand the difference between Combinational Load and Repeat Load. here is the result of Beam of a small sample that i have attached. Check Load case 4 and 5. Huge difference in MZ for Combinational Load and Repeat Load. Which one should…

When the temperature load apply model seems abnormal. What is the reason 2703.std To attached the summary table with temperature load (Image1), without temperature load (Image2). Image 1 Image 2

STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…

I am using a square section by TATA STRACTRA one on top of another.

I am working on a G+2 public steel building, after modeling I am unable to assign the load on LL.acn anybody rectifies this problem? all the loads assigned are done by old v8i staad pro , but in connect edition this load is not working properly. in the…

How can I change the size of my loading diagram?? it cannot be lessen it size my using the ctrl + mouse scroll.

Someone can teach me how to put a wall load over a slab without using any beam.

Hello, I am modeling a house and created "L" section beams with the User Table Manager. It turns out that the model runs correctly, but when I go to RCDC, some of the beams are rotated 90°, as you can see in the following image: I cannot find the error…

Hi, I am modeling a house and created "L" section beams with the User Table Manager. It turns out that the model runs correctly, but when I go to RCDC, some of the beams are rotated 90°, as you can see in the following image: I cannot find the error…

sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml

this is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Apr-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 12.085 0; 3 -1.05865e-015 0 5.763; 5 -2.11729e-015 0 11.526; 7 -3.17594e-015 0 17.289; 8 -3…

Section fails while designing section 5635.Project 1 new.std

How can I delete some supports? I have given support and nodes very close to another nodes and support by mistake. When I delete these wrong support, my file gets corrupt. Please help. 0677.Project 1 new.std

Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…

This building has already existed for more than 30 years. No failed on real site. But when I do the model, my primary beam is failed. I already applied for release on my secondary beam. Please help me, I don't know what's the matter. 0211.1st steel…

Sir I have modelled and applied the loads in the staad interface the loads are applying but after the analysis in the output I'm getting warning that no member is loaded for the floor load generation! I have thoroughly checked the duplicate nodes,orphan…

Good day, I am trying to model this type of raft slab and stiffened beam on staad pro. My question goes thus from my few years of experience on raft foundation, the slab is designed with the net upward pressure. so now I have a beam and slab…

Hello All, Can someone guide me how to remove above warning in STADD Pro, I have refereed to https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/30240/warnings-in-is800-2007, however can someone clarify below…

Hello, I keep getting this warning in my analysis output. "WARNING: The current units are in KN METE. All the design results are in KN MET (unless otherwise noted)." Could I request some guidance on how this can be resolved? Thank you