Hello, Guys! Is STAAD.Pro has this efficient transfer of force from a wide flange used as a column to a concrete pedestal both designed in a single file? Or do I need to model them separately? Another question: How can I represent a bearing…

While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number, Need suggestion STAAD SPACE CHP UDANKUDI START JOB…

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…

How should I turn on Staad.beava (bridge code) in staad pro connect edition? In the earlier version, it was easily accessible right at the startup menu as per the screenshot attached. Please reply.

Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh

Why do I keep having very big reactions for the support of modeled shearwall? When i modeled my structure, the reactions was around 1900Kn but when I incorporate a shear wall (which is modeled using parametric) it shows very large reactions which is 7000Kn…

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.

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…

Hi, Is there any option to get member weight per running meter length (either it's built-up or hot-rolled steel section) through OpenSTAAD API in VB.Net? Thanks.

Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume. 8284.COLLEGE PROKECT.STD