When in imported the accdb file in rcdc and select Columns&Walls option after it is showing columns only. not shearwall.

Hi, Is it possible to perform a buckling analysis on a concrete column in STAAD pro? If so, how is it done? Thanks in advance! Ignacio

how to connect beam to column. column size is 4m x .850m, baem size 0.750m x 0.400m. see the attach file image. Yellow line is the column. .

Hi, Dear Sir/Ma'am, I noticed that "generated load cases" have to be defined before the "load combination" is defined. 1. Could you please point me to the user manual section or help file that tells this rule? Thanks, Dong

HELP ME RESSOLVE THIS PROBLEM PLS.

Hi everyone, I assigned a element a section from section wizard, the section is not centered to the element. How can I solve this issue? I need to use offset to let section be centered. This is the section I made.

May anyone please guide how to apply diaphragm command in line with above mention clause? any special command in Staad-pro to take care of this check.

IN MY OUTPUT FILE BEAM DESIGN RESULTS ARE DIFFERENT COMPARED TO THE ON WHICH IS AVAILABLE WHEN WE DOUBLE CLICK AND GET THE RESULTS, CAN ANY ONE TELL ME WHATS THE REASON? ALSO PLEASE SPECIFY WHY OUTPUT IS WITH SO MANY DIFFERENT COMBINATIONS, IT SHOULD…

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…

The problem is as described in the subject. As per the following post, if the structure is in equilibrium instability error should not arise. https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/8063/lifting-analysis…

when ever i design the same section with IS456+IS13920 1993 and the same section with IS 456+IS 13920 -2016 . the section fail in IS 456+IS 13920-2016 and passedin other code. it aways take bigger dimesion to pass but that much dimesion is not at all…

Hello, How can I change the default settings in both physical and analytical modeling, in order to define the mesh grid size of a plate? 0,3m x 0,3m; 0,2m x 0,2m; etc (e.g.) Thank you. Ignacio

Can anybody tell me why its happen with plate element the moment of one or two plate element is exeed. The SS attached below if you see the graph than tha value of moment is very less except 1 or 2 plate element. I m confused for what value should…

In Staad Pro Physical Modeller, Using catalog option, I added material property of M30 & M50 Concrete. Subsequently, I clicked on Sections, It shows only Steel. No concrete section can be provided. Please help me how this issue can be resolved. Thanks…

Is there a way to change the section dimensions when creating a built-up member via Section Wizard? e.g. I am trying to model sections of an old bridge (pre-ASTM), and want to change properties such as the thickness of a flange or an angle, but I don…

Staad crashes while assigning beta angle. Beta angles gets deleted after reopening the staad file.

Good day, In the process of revising Steel Framing model with STAAD Pro Connect Edition, I used the User Defined Property. Although there is no mulfunctional things, Unity check or Deflection check(with DFF parameters) cannot be performed. …

I am designing a floor slab for the below mentioned view of the building. In the plan view the center part of the portion is to be left empty and the remaining area should be covered by slabs. In how many ways can i design a slab to account for both the…

How to get Beam property of root radius (R1 value) from table.

Hi, I try to model thru Analytical and I cant able to model plates because the plate icon is inactive and whenever I try to model thru parametric i get unknown error. Ian

Hello everyone!!! SP( Staad.pro), SPA (Staad.pro Advanced), SPCE ( Staad.pro Connect edition) 1. Is SPA & SPCE are same? 2. Whats new in SPA compare to SP SS6? 3. Is any additional country code, Extra tools added in SPA or SPCE? Thanks in…