Not sure how to reconcile this error, the column has already been assigned and deleting it and bringing it back in doesn't fix the issue either. any help appreciated

Hello, I am modelling an existing building, which has a number of columns which connect to the bottom of trusses at approximately midspan. These Columns are at the building face where the wind will act on them. In all load cases where I have generated…

Having a hard time figuring out the error produced by my structure Missing attributes already verified not the problem. Seeking out help asap. Thanks! /cfs-file/__key/communityserver-discussions-components-files/5932/Apartment.std

I have been working on a large RAM Concept model and it has been working fine; however I have just started receiving the following error message. I had just updated some reinforcement layouts and preferred reinforcement for some design strips prior…

Can someone please help explain what this error message means? Here is the output file: 1. STAAD SPACE INPUT FILE: C:\Users\KYLEBE~1\Desktop\STAADF~1\Design #1 - 2020.STD 2. START JOB INFORMATION 3. ENGINEER DATE 03-OCT-19 4. END JOB INFORMATION 5.…

Hi, I am getting the following errors when I run a Design All in the RAM Steel BEAM/Joist module. In cases where I can't get true composite action, I still want to specify the minimum amount of shear studs. What does the module show when I view the…

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 would like to use this thread to post any known RAM structural system errors as they apply to new releases. Often, when reporting an error to RAM, I get the response, "We are aware of the issue and working to correct it." I would like to be aware of…

Hi, STAAD v8i doesn't run analysis without MEMORY-command in input file. Output file then only contents of two lines: 1. STAAD SPACE ERROR NOT ENOUGH MEMORY TO START ANALYSIS. ( 41 ) But available memory should be enough. We tested…

I am analysing a ground bearing concrete slab which has a moment along the edge. It is the base of a retaining structure. I have put the slab into STAAD as plates on a plate mat foundation (subgrade modulus 250 kN/m 2 /m). The edge moment is applied…

I hope this is the right place to post this. I didnt see an AutoPIPE community... I imported a pxf file from AutoPLANT, modeling a system of flanged pipe. Most of the flanges came in, but only some of the supports were imported. I added pipe runs along…

im doing a mat foundation design and use plate elements in my model. at first i did the plate elements in MIDAS because its much easier for me to model the plates there.so i printed out the nodes and plates from MIDAS and paste it in staad editor. …

When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more. I checked releases. I believe they…