I want create a truss I chose one from structure wizard but I want a specific angle between truss members at end points (usually referred as alpha) where I can change the default settings for this?
Dear Colleagues,
after some time working in STAAD, a new window/application by the name 'ProgressBarView' seems to open; however unable to select/see that (or) trace that in Task Manager; but my daily activity is not affected by that window.
snaps…
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…
While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number,
Need suggestion
STAAD SPACE CHP UDANKUDI START JOB…
Good day.
I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had.
I modeled the plate elements using parametric…
Good Day everyone,
I am designing a wide truss canopy with a cable to provide support for deflection. I am having a hard time solving the warnings.
Can someone please help me solve the warnings and also teach me on how to analyze cables on STAAD…
Respected Engineers, How can we incorporate the additional strength available by soil safe bearing capacity into our grade beam and plinth beam structural designs?
Dear Sir,
Our Project Requirement: 600’ x 200’ x 43’ PEB Warehouse
We’ve taken a Model of 157’ x 200’ x 43’ for STAAD Analysis as a similitude model with EJ
For the last 45 days, our design engineers have been carrying out the design work of the…
Hi Staad master sirs, I’m Trying with the Staad.pro model of a Rack system with Economic solutions - which consists of Hot Rolled Sections + Cold-Formed Steel sections, by using IS800 + IS801.
My entire members are only supposed to be Designed as Hot…
1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis!
2) Is this 12 mm Flange thickness is critical…
Hi,
Struggling with response times with running my model at the moment, and need to know what hardware I need to upgrade.
I have a Xeon processor E-2176 @ 2.7GHz, 32Gb RAM and have a runtime of nearly 19 minutes
A test on an 8th Gen i5-8350U @ 2…
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 new to Staad and am unsure how to add spring supports to the top of my structure. I am modeling a simple two column, 1 beam frame with spring supports (absorption pads) that connect the frame to the composite slab above.
My question is…
Hello Everyone !
I Have Done Analysis For Window Model Using Prismatic General Section.
But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table.
Please Suggest How to get…
I am modeling a curved roof and used structure wizard to break the curve into smaller segments of a straight line. I can run the model and get the proper reaction and beam results that I previously estimated. The displacement is much greater than I expected…
How should I turn on Staad.beava (bridge code) in staad pro connect edition?
In the earlier version, it was easily accessible right at the startup menu as per the screenshot attached.
Please reply.
Dear all,
I am modelling a simple roof steel frame and the steel beam design is not passing the design check for AIS-360 LRFD LBT
I have defined UNT and LY for the steel beam and it should meet the condition of Lp < Lb < Lr, however the design results…
We been adding SET STAR 0 to use basic solver since there's additional quarterly pay for advance solver. But in the recent update of STAAD. Pro Connect Edition, we find this warning.
Is there also any update for the input?
.
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…
Dear All,
I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me
Thanks & Regards,
Anirudh
A couple of questions about the display of entities in the postprocessing window:
Is it possible to hide the finite element mesh in STAAD Pro Postprocessing mode and just display solid view of the plates?
Can the buckled/deflected shape of the plates…
Dear All,
I have modelled and analysed a staad model with response spectrum analysis and the scale factor i have matched still im getting this. some one please clarify regarding this
NOTE : THE BASE SHEAR (VB) FROM RESPONSE SPECTRUM IS LESS THAN THE…
PDF
Dear communities,
Please provide me the solution or method to design & analysis the STEPPED column.
For the reference, I have attached the pdf file, please check it & provide me the solution.
Thank you.