***WARNING : MEMBER - 4 IS SLENDER AND CANNOT BE CHECKED FOR MOMENT FORCES. IF THERE IS ANY BENDING, THEN BE AWARE THAT THERE IS NO CAPACITY FOR THOSE FORCES. ONLY WIDE FLANGE SHAPES WITH SLENDER WEBS CAN BE CHECKED FOR BENDING. Why I get this warning…

Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…

Hello, I have created a built-up section in section wizard and am trying to import it into my STAAD model. When I try to add my .upt file I receive this pop up: The file I am trying to use does not contain any "-" nor any other special characters…

Hello, I would just like to clarify if the issue stated in this help forum is updated. Analyzing multiple disjointed structures in one model Has this issue been addressed in STAAD Connect Edition? If yes, which update version has it. If not, are…

WHILE WORKING WITH USER TABLE PROPERTIES FOR STEEL SECTIONS- I SECTION HAVING MORE USAGE TO CREATE TAPERS SECTIONS WITH DEFINED NAMES, PREVIOUS VERSIONS, AUTOMATICALLYCALCULATE THE IX, AY AND AZ, IN LATEST UPDATE, PROGRAM ASKING TO ENTER IX, AY AND AZ…

1. Staad_19-01-2023 .std I am not sure what is causing this instability and how to fix this issue. Any advice, suggestions would be appreciated! I have attached the staad model to view. Thank you. 1. Instability at joint 447 2. ***WARNING - DIAGONAL…

staad file with EQ analysis.rar I am designing a G+2 building but am unable to remove warnings. you can see the file I attached. if I am wrong please try to provide the sample file of response spectrum analysis file for reference.

The correct systax for using design code IS;800 2007 section 11 ( WSD ) is CODE IS800 WSD If someone types IS800 2007 WSD , STAAD still runs the file but actual design is performed as per IS:800 1984 i,e, same as using syntax CODE INDIAN This bug…

Hi Everyone, When I open my STAADPRO CONNECT EDITION latest version (August 2022) the option of create new physical model is disabled on the homepage. Can someone please provide a solution for this? The option for creation of new Analytical model and…

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…

Hello, I came across with an issue, could you please help me. I need to use plate member for stair stringer, Staad is showing errors for the analysis of the member. WARNING: DESIGN OF SECTION FOR MEMBER # Please help me how to rectify the…

Hi, I have created a section with section wizard by using plate elements in section builder as attached. i have exported to staad.pro with Prismatic option. Its not getting design with the Euro code and it showing the warning message as * DESIGN NOT…

I model the wall in staad pro. & want to design the member manual, how to obtain shear force & bending moment from model

I have attached my STAAD 3D model with a moving load generator which when run is giving me an warning message. The warning message reads "No Members in specified Vertical Range". The moving load is being applied to level and straight beams. Top Module…

Is there a way of telling the floor load distribution to ignore certain beams? I have a floor with plan bracing. I don't want the bracing to attract any load. I can specify the bracing members to not attract load? Cheers, ASN STAAD Pro Connect…

Hello, I have recently imported a SACS file into STAAD. The materials have been brought in but there a literally hundreds of different materials. How do I remove all materials and start afresh? Software: STAAD Pro Connect Edition V22 Update 7…

I am trying to get the time vs acceleration values from the results in dynamic analysis in Staadpro using OpenStaad. I had come across a person asking the same question in 2013 and it seems that there was no function back then that could access these…

Hello, I have modeled a wall that rests on a slab on four beams and when going to the RCDC I do not see the option of being able to load the slab with the load combination created in STAAD, which is, by the way: All I see in RCDC is this: Instead, as…

Hi, I am having a problem wanting to run the RCDC for a concrete retaining wall. When I want to run the software, the poster shown below appears: Attached file below: Muro de contención.STD Thanks in advance, Ignacio

Hello everyone Q1/ I am using the Staad Pro CE 22 update 7, the ISM is working fine in the analytical model but it is missed in the physical modeler, there is only iTwin service and does not work for me, as shown in the screen. After clicking it…

How to report the plate corner stresses in the output file. PRINT ELEMENT STRESSES prints the center stresses. How can I print the corner stresses ?

I have seen few strings about this issue however I am wondering with new connect edition, Can we able to combined them in a single file/do things differently than what is mentioned in the following link. https://communities.bentley.com/products/ram…

Whenever using Grouping for end wall columns for wind loads and applying one-way distribution the loads are taken incorrectly, I have attached the staad model showing the problem with connect edition, also when the same model is opened through an older…

During the analysis FEM model, the analysis engine stops with the error message: *** STAAD.Pro ERROR MESSAGE *** **ERROR-MATRIX BANDWIDTH OF 408034 IS GREATER THAN THE LIMIT OF 120000** *** ERRORS IN SOLVER *** B4-Horizontal 90_1 - Master and slave…

I need to use two set of mass values (weight to calculate separate time period and frequency) for empty and operating condition for Piperack *** process structures supporting heavy liquid filled drum. Normally, when I enter seismic mass in the first…