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…

Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…

In STAAD Pro SS6 edition (Version 20.07.11.70) when a member subjected to Combined Axial force and bending, the member fails with higher ratios (i.e., 200, 216584 etc. ) according to section 9.3.1.1 as per IS 800 - 2007 (LSD). But when I calculate manually…

Currently Working on Pipe rack Design for the New Zealand site. And I want to do Seismic analysis for the pipe rack. I have seen the seismic code list which is available in software. New Zealand Seismic code is not available in code list then how we can…

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.

How do I change Mton/Cm to Kn/m

Steel_Design_Optimizing_M_Intermediate_1_AISC_360-16.STD Steel_Design_Optimizing_M_Intermediate_1._IS800-2007 LSD.STD Why I am getting "Fail" results after using optimization process of commands?; even selecting Ratio 0.9 initially, e.g look into…

Dear Team, How to start learning Openstaad from scratch level to advance level for automation of steel design , do we have any complete tutorials in bentley or any other videos comfort content is available . which programming language is usefull for…

I s there any way in Staad pro to design slim floor beam SFB where the Slab floor rests on the lower flange

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…

I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…

I have designed a steel structures in staad pro. I have some doubts in below 1. I'm getting an error in member designed failed, how to resolve it. 2. In output, Some of my members gets failed and some gets pass how to resolve it and how to optimize…

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

We are facing the following warning in designed steel structure as per IS 800:2007(WSD). ***WARNING: THE VALUE OF MOMENT AMPLIFICATION FACTORS KY OR KZ IS GREATER THAN 1.4" Kindly suggest the removal process.

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?

Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…

Hi, I have a truss analyzed by hand in accordance with AISC 9th edition. When done in STAAD.ProV8i, I'm getting odd results. Everything matches up to the Fa calculations. I used E2-1 from the AISC manual and double checked many times but what I get…

I have a query regarding how to model a steel deck plate (6mm thick) supported on 100x65x7thk angles which are fully welded to the underside. The floor is made up of 533 deep UB sections spaced at 4m centres. The angle stiffeners span 4m between the beams…

Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…

Has anyone seen the manual for the new OpenRETM file format? Is it a format that will allow me to bypass the graphical user interface to build a structure? RAM Elements V11.0 Release Notes OpenRETM™ The new OpenRETM™ is a file format that allows…

Hello, I am new to STAAD Pro and am pursuing a project on seismic design. I want to know whether I can have a simulation of the seismic design that I have created in STAAD Pro. The version is v8i. Moreover, I would like to know if STAAD Pro can help…

Our company recently went from Risa to STAAD, is there any way to import a RISA 3D file into STAAD other than the DXF feature? The dxf only imports the geometry and I would like to get the properties. I know you can go the other way, from STAAD to Risa…

I was wondering if there is any literature on the best way to approach the design of a simple four sided moment frame building using RAM Structural System? Thanks, Scott

I've created a shape of a wide flange with a plate welded on top in the section wizard. I've imported it into STAAD and assigned it to the necessary members. STAAD analyzes it just fine, but when I close the file and reopen it, STAAD does not recognize…

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…