Hi all, I tried using Staad Pro to design the tapered section according to Eurocode and read this topic: Tapered  Section Design to Eurocode 3 EN 1993-1-1 2005 But when I design steel members with Tapered I section through defined properties, It seems…

Hi, I am trying to investigate if this it is possible and relatively straight forward to important a steel frame model from AUTODESK Inventor 2023 into STAAD.Pro, without the use of Revit. Due to my current workflow process, a method which utilises…

***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…

4034.With Temperature_Rack.std.txt When I have applied temperature load and run the staad file it showed an abnormal unity ratio. Can you please check and suggest what is the issue? also check our applied temperature load calculation? For design,…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

I am using a square section by TATA STRACTRA one on top of another.

STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01; 152 7609.76 14763…

Hello. Please go through attached PowerPoint and then the below discussion will make more sense. I am using STAAD version 20.07.11.70. The main problem is: when modelling decks or bulkheads which include offset beam elements and plates attached to…

PR-1_24072022.STD I applied Moment along Mx direction. due to that i found rotational displacement with large amount. Also note i have specie as Truss. Attached model for reference. if any mistake by me please suggest.

How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?

8037.Shelter 1.std Hi, In my model some properties Steel design output are not shown in Results. I have attached model for your reference. I'm using latest STAAD connect edition.

What is the latest on designing steel members in staad pro using AISC and physical members? It seems like you can design steel based on physical member properties for some codes, but not AISC, is that correct? Is this video current with the work flow…

Dear, I'm Requesting you to give some technical Clarification of the Bracing system is to be follow the Same Plane (Sidewall or Endwall), whether X-Bracing and Portal Bracing Allow to use the same Plane or not or need to do some Excises to keep the…

Dear sir, Base shear gets by staad model is coming 269KN which is not matching with etab model (base shear 500kn) prepared by consultant.Also lateral displacement on siesmic cases is more in etab model than staad model.Can you explain why staad model…

As a result of AISI coldform steel design code. The length of this element is 3 Meters. All units are in CM and KG. The Location show in table is 381. I confuse what is it mean? How to calculate this value?

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.

Good day, everyone! My query is about using the Modal Frequency Calculation... I've been checking the modal frequency of the structure as a whole but the client asked how we deal with the concentrated loads in the middle of the beams. I said that…

Good morning, I have problem with my steel truss bridge design, i've used member specification release MY;MZ and truss. Then this message came after i am running the analysis. ***WARNING - INSTABILITY AT JOINT 490 DIRECTION = MZ PROBABLE CAUSE…

Dear sir, which codes are available in staad pro to design the stainless steel. can we design the stainless steel structure by using aisc lrfd or bs5950? thank you in advance.

MEM length - 6 m Stiff plate in yellow color at 1.5m interval So shld i give Lz -1.5m or Ly-1.5 Kindly explain me briefly Thank you

STAAD.Pro ver. 22.04.00.40 ” The correct Cw (Warping constant) value is not assigned by the members ” I modeled all these members in the GUI. Other than PG(Plate Girder), I used American Property, and created User table about PG. Here, I compared…

I have a steel warehouse design with tapper sections. The combination were defined by myself using edit rules in load generation. After the unity check and redesigning sections, I went to Connection Design. Here when I select the knee connection for the…

Hello Bentley support, I am working on a steel structure (Portal Reclaimer) which need to be designed in accordance to BNBC (Bangladesh Code). Can you please suggest how to assign parameter for SRSS response spectrum. However it is very similar…

Hi I am a new user therefore I decided to start with something very simple. First, made a beam fixed beam and applied a D load in one extreme. Using the Check code command (LRFD) option I was able to see that my ratio was 0.95. So I decided to generate…

How do I change Mton/Cm to Kn/m