Hello Team, I am working on a design where the platform is connected to vertical pressure vessel, and framing members are cantilevers. Assigning CAN 1 and DFF 300 parameters to the whole structure -- I want to understand how these parameters are used…

I am working on a platform structure, Which is located on the vessel the height from base is approximately 2.5m I have assigned the seismic forces using the seismic definition option from staad but the forces are not getting assigned correctly, If I visualize…

I have recently Installed Staad Pro and I am not able to view the report Tab see below snip, How I can turn it on? I am using STAAD.Pro 2023 - Version 23.00.01.25

Hello, I have assigned the parameter for LY LZ to the beams see below Image, this beam has node to node distance of 100mm as this is a stiffening beam for plate elements. Now I want to verify the bending behavior is happening correctly on the basis of…

I'm having a problem with mu model. How would I make the deflections appear in the staad output file? All I am getting are these I am checking for strength and serviceability check. Load Envelope 1 for Srength and Load Envelope 2 for serviceability…

Is it possible to share the user connection database in Connection Design using STAAD PRO Connect? I'm trying to find a user connection database file location, which I need to share my connection database (created by the user) to the team. My purpose…

Please help! Designing a simple truss using the Aluminum Code analysis. The initial analysis produced utilization ratios where the "Clause" references AISC's H1-3 Equation and H2-1 Equation. This led to revise my analysis commands so that it was analyzing…

Hi, We recently purchased the license for RAM connection stand alone and we are using STAAD PRO connect edition V22 Update 6 for analysis but without having an access to integrated RAM connection design found in STAAD PRO. Hence, the structural analysis…

Hello. Good day! I was designing a mat foundation at STAAD Foundation Advanced and it cannot give a "PLOT Failure Diagram". Further, it will give an error message saying "The bar arrangement provided corresponds to a steel area that is less than the…

Dear colleagues, i haven't noticed this before, but recently i had applied more than 3 releases to a member and i noticed that the Structural Tooltip popup (yellow) shows only the first 3 releases and skipped the rest. Structural Tooltip has always…

Anyone can help... My properties of WF doesnt make sense. I have a beam of 1000 mm, but the properties of WF are far below 0.0 mm like this. Maybe there is a solution to my problem?

Hello everyone, I am modeling a steel joists truss in Staad pro CE but I am having trouble on how to resolve the warnings and errors. I have a double angle for the top chord and custom section properties for the bottom chord since staad did not have…

Hello, is there an example for how to use composite damping or spring damping? i am doing a dynamic analysis for a group of vertical pumps being mounted on top of underground tank. i want to consider the soil material damping using composite damping…

Hi, I 'd like to design a beam - column connection with a fin plate welded to CHS column and bolted to the web of a UC. Is it something that can be done using the built in connections design tool in Staad pro because I didn't manage to find it as…

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…

WE HAVE TRIED WITH THE FOLLOWING AVAILABLE COLD FORMED SECTIONS: Angle With Lips - 1 Double Angle (LD) Double Angle(SD) Channel With Lips Channel Without Lips Double Channel Back to Back Double Channel Front to Front Zee With Lips …

PEB warehouse structures Please, solve We have been trying to build a PEB staad.pro model of a warehouse for the past several days. We have set up all the IS standards of property and loading settings we know. However, the economic conclusion…

Hi! I am a newbie user of STAAD PRO Connect Edition. I received from my senior some Staad Model that I need to review. It has 4 Design Parameters that checks different loading conditions and design checks. Unfortunate in the Post Process > Results…

I am using STAAD Pro CONNECT Edition v22. After the update, the "Steel Design Detail" in the Report no longer able to select to show specific selected beam. Instead, the report lump every single member design detail in one like below: In previous…

Hi all, I want to know if it is possible to have a plate overhang my beams. The overhang will be 0.3m in the Z direction on both sides. I have tried everything I can think of but I cannot illustrate the plate accurately. When I try to mesh one large…

the beam has failed in shear so i need to change the bar size and no. of legs, How to change the shear reinforcement number of leg and bar size in RCDC,

My Staad won't open, it stays forever in the splash screen. I've done everything. Update it, uninstall it, install again the V8. but anything works. My license is okay, and everything seems just fine. Before, it would open in just a few secs. I have rename…

Hey All, While Modelling A Building In Staad Connect Edition, When I Model A Slab Of 5 X 5 m Size In C.E., It Takes The Length As 5.00001 m Irrespective of 5m Length Input, And So It Gives Error While Generating Floor Load With Boundary Of 5 X…

Hello, I am seeking help with connecting my base plates to my structure frame. I receive the warning " Warning - This structure is disjointed " and I believe it is because my plate and structure are not connected properly. How do I do so? I have been…

Hello, How can I make my plate overhang the beams beneath AND cover the full flange on the end beams? Does this require the plate to be offset in the X direction? Any help would be really really appreciated. Thanks.