Hello, I have a one-story building with sloping parapets on the exterior walls and flat parapets on an interior portion (see white colored parapets in image below). Currently, my model has the floor and the roof, with the roof having the deck and…

Hello, I wanted an excel VBA programme by which i can get the plate corner moments/stresses for a particular group of plates. If anyone could share an excel with VBA code then it will be helpful as it saves lot of time.

Can anyone resolve my issue. issue is i m define y range in floor load but it will automatically take x and z ranges. you can see in attached screenshot.

Hi, Need some review on my understanding for a query "Application of Temp Load in STAAD Pro", From my observation in this community's discussion for apply of temp load, the three values will be require for input cell in staad. Here are Input details…

Hello Sir, When i am going to apply wind load on water tank than what happend it is apply on half portion of tank as you can see in the attched screenshot below. so my question is how can be apply wind on cylindrical as well as conical portio n of…

Whenver i open staad pro everytime warning shows (shown in attached screenshot). after click on okay again one more warning appear in screen and when i click on ok this warning again and again re appear.

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

My question is when i perform analysis it will show 0 error and 0 warning but when i go to post processing mode it will show warning msg this work flow required analysis result. I didn't get why its happen 5773.COMMUNITY HALL RE 3.std . Here i attached…

When i will perform dynamic anaysis after assign property reduction factor than we got the error like this. *ERROR* STAR FILE MGR. ERROR NO. 6 DETECTED BY LIBREAD THIS ERROR MAY HAVE BEEN CAUSED BY INPUT DATA ERRORS OR PROGRAM LOGIC ERRORS. *** ERRORS…

PUNCHING SHEAR CHECK CALCULATION IS NOT GENERATED(MISSING0 WHILE DESINGING IN STAAD FOUNDATION FOR A PARTICULAR STAAD MODEL, INSERTING THE MODEL FOR THE QUIKEST POSSIBLE SOLUTION. KINDLY REVERT AS SOON AS POSSIBLE L-Shaped_combined_Final.sfa

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

The new release of Structural Modeler V8i Selectseries 1 (08.11.07) adds many new features to support the automated creation of drawings from RAM Structural System models. These features have been added to the existing support for framing plans and framing…

Hi i did this small practise while learning staad i got initially 5 errors it cant get solved please help thanks in advance

I opened a fully analyzed .rss file in RAM Connection. I selected one of the foundation nodes for baseplate design. So far it has been running for 75 minutes and still has no design. Is this a program issue or a user issue.

Hi I am a beginner. Will someone suggest a book on Seismic analysis of steel structure using STAADPro TIA

I have a model which carry two separated buildings, Staad.pro did the analysis with the warning of "disjointed structures", but it finished the analysis and giving out all the results. Can I put two disconnected structures in one model? Can I trust…

Dear Creators Can you please explain on my query related to TRUSS member, please find the attachment. Thanking you Arun S

We are an engineering consultant firm and are used to work with MicroStation and Bentley Civil Products. We plan to expand our design tools to include the Pro-series of software and before we start we would like to know more about the following topics…

How do you generate service wind load combinations for ASCE-10 in Ram Frame for drift?

Dear everyone , i want to know in staad pro analysis if inertia of column and beam need to be multiplied reduction factor when i calculate reinforcment for beam and column? if you have any idea , please tell me , thank you very much!

sir i am relatively new to STAAD Pro software, i am getting the following error while executing a file ** WARNING ** A SOFT MATERIAL WITH (1.0 / 1.059E+05) TIMES THE STIFFNESS OF i am not able to make out what this error means can someone plz help…

Dear Sir/Sirs, Am new to STAAD Pro. I have designed an intake using plate model. Assigned loads. When i try to analyse following error appears. PRIMARY LOAD CASE CAN ONLY BE ADDED IF SET NL COMMAND IS USED. How can i rectify. Please help. …

I am trying to use RAM Connect to design gussets with a specific shape for a column-brace connection. However, it seems the program has the line of action centered on the weld length, hence, despite having the flexibility of determining the weld (gusset…

every body, i have a quesition , i am design concrete frame according to ACI318 , i found there are two module of calculation for concrete design: staad analysis output of concrete design & concrete design in interactive design. but the same section…