I am getting the above mentioned error in the Staad Editor. Below is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 23-Jun-21 END JOB INFORMATION INPUT WIDTH 79 UNIT INCHES KN JOINT COORDINATES 1 0 0 0; 2 138 0 0; 3 300 0 0; 4 0 0 162; 5 138…

I cannot seem to figure out why I am getting this error at this location/wall. It is a simple 0" slab edge laying on top of the concrete wall that had not given me issues previously. I attempted all the items adressed in the wiki posting for this error…

Dear Communities, Greetings! Find the attached updated model with a wide plate beam at a particular location (WPB 700x300x300.1 ). Also find the updated list of the section used in the model for your reference. Note:- Please ignore the utilization…

Hello, In RAM Frame when running the joint check for Seismic Provisions, I get these errors associated with the joints of my OCBF frames with HSS braces, HSS columns, and wide flange beams. Is this just saying that RAM won't do a code check for these…

I receive an error message "Polygon intersection algorithm failed for the following input polygons:...." when I open RAM Frame. Once I click "OK", the RAM Frame module closes. I don't understand why I'm receiving this error. The only change I made in…

In the earlier version of connect edition, American cold formed sections (Chanel with Lips) were designed as per AISI code. Now in the above connect edition, the same file is showing error during analysis & design. The error is DESIGN FOR SECTION SHAPE…

I am working on a two story steel building and am experiencing issues with the beam optimization. RAM is currently using a loading combination for some beams, displayed below, that is not the maximum loading so the beams are designed too small. Instead…

My RAM Elements (13.3.1.124) was recently updated to (16.2.0.88 CONNECT Edition Update 2). When trying to open my existing files created in RAM Elements 13, I get an error popup box stating there was an error while converting model...please contact technical…

Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…

I am getting Illegal Framing Configuration Detected on the circled beams below. Not sure how to resolve this. Immediately to the right of these beams is two way slab, not sure if that has anything to do with it. I modelled slab edge using "Whole Perimeter…

Hi, I get the following error when running analysis in Steel Beam module: "Illegal framing configuration detected on beam -1". The error is caused at the wall. Several things are happening in the area in question. It is inside corner of the building…

Hi. I am working on a steel building, and i have a couple of issues. There is a column that shows a ratio of 13. And when i calculate it by my own taking from the model the nodal displacements for that combination, it should be aprox 0.54. There…

Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

I can print to screen and see the report just fine. However, the report does not print correctly when I change the to print to text/csv. To be more specific, the report is created, but the report does not contain any information. It seems that this is…

I am new to STAAD and I don't particularly understand the required syntax. Maybe I do not have the order of operations correct or maybe something is missing. I am trying to run a lifting analysis on a skid for a pressure vessel. I am in a time crunch…

While modelling a G+2 building, I'm getting an ERROR : NOT ALL JOINTS LIE AT THE SAME FLOOR LEVEL. How to solve this?ndly help please.

I am getting the following error when trying to export my microstran model to excel. ============================================================================================== Microstran ISM Plugin log file Product Version: 10.01.00.03 …

Hi, I have been using STAAD Pro Connect Edition V22 (Update 3) for quite a some time. It introduces many new features & latest codes. But the software has immense problem while working. I must admit the user interface has become lot worse than the previous…

Truss Frame Analysis_1.std Hi I cant solve said subject error pls seeking your assistance

Hi All, I encounter an issue with Ram Concept V8 Update 1 - Version 08.01.00.027. The model, which was created by Ram Concept V8.0 - Version 08.00.00.19, cannot run , but shows the error as per the screenshot below. Note that this model can run in the…

unable to read analysis data from .mbd file in RCDC 9.0 from etabs 18.1.1 and etabs 16.2.1 also can not import edb file see the screenshots

For some AISI custom section, the last two versions of RAM Elements send me the next error "The section XXXX does not correspond to ASIS_I type". However I did not got this error in previous versions with this same sections. AISI error.rar

Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…

Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…