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INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 3.00001 0 0; 3 6.00001 0 0; 4 9.00002 0 0; 5 12 0 0; 6 0 3.00001 0; 7 3.00001 3.00001 0; 8 6.00001 3.00001 0; 9 9.00002 3.00001 0; 10 12 3.00001 0; 11 0 6.00001 0; 12 3.00001 6.00001 0; 13 6.00001…

1.0 In staad why I am getting more reinforcement in top column (See bemm no. 76 & 77) see the attached model. 2.0 What parameter need to use so that reduction factor is not considered in design calculation because as per is 1893-2016 it is only use…

The mode shape is different in STAAD pro v.8 by modelling the shear wall as a surface and as a wall (parametric model) , any help will be appreciated to know the safest model

Dear Sir/Madam, i have designing RCC structure in STAAD CE 22 , for on boiler supporting structure we have site specific spectra and we have added the same with custom window with direction factor (I/R*2/3):1.5/5*0.67=0.2 after analysis i have noticed…

Hi sir/ madam, i am designing the RCC pedestal/column with pinned condition steel column over it. Now the problem is while doing RC Pedestal slenderness ratio check (ACI CODE) by default it considers end condition as braced (Non sway). I want help to…

Why I am getting more reinforcement at level 0 to 3. please provide valid clarification. Model Attached below for your reference. 8182.FINAL MODEL12 M STG.STD

Dear All, Could anyone help me to delete existing primary load cases in openstaad ? because every time I do the analysis, loads repeat instead of replacing the previous load case. Here is my code: Sub GenerateModel() Dim cx(1) As Double Dim cy…

Dear All, It has been so long since I first asked this question with no answer. Is there any way to delete existing load cases in openstaad or at least clear STAAD editor? because every time I do the analysis, loads repeat instead of replacing the previous…

Hi all, I am trying to delete existing load cases - primary and combinations from an existing file using openstaad . But there are no functions to delete the existing load cases, can anyone tell me how to do this in openstaad . Thanks

Does anybody tell me in staad update 12 I m going to assign a circular section but after design when I double click on the section than it is showing a rectangular shape why?????

Hi Everyone, What command can I use to clear everything in the STAAD file using OpenSTAAD.

Can we create Al-Zn material in staad if yes then please tell me how and also provide the property of that material to create this?

HELLO EVERYONE, MY QUESTION IS WHEN I COMPARE TWO MODELS ONE WITH OFFSET COMMAND AND THE OTHER WITHOUT OFFSET AND IN BOTH MODELS I M GETTING DIFFERENT RESULTS WHY??? 1.0 Steel requirement in the top column is less in the offset model as compared to…

Dear friends, How can I overwrite loads (or any other properties) using OpenSTAAD, every time I edit something and run my script new loads are added. Thanks in advance.

HELLO EVERYONE, MY QUESTION IS WHEN I COMPARE TWO MODELS ONE WITH OFFSET COMMAND AND THE OTHER WITHOUT OFFSET AND IN BOTH MODELS I M GETTING DIFFERENT RESULTS WHY??? 1.0 Steel requirement in the top column is less in the offset model as compared to…

For the pedestal design, it limits the maximum spacing of pedestal reinforcement to 6". Why is it restricted to user definition? Probably because of this constraint, reinforcement provided is way higher than required. Almost 10x the moment demand. PD…

Can I find somewhere detailed calculation on pile cap design that staad foundation is performing? Currently, for pile cap design, it directly shows the calculated reinforcement ratio without showing any calculation on moment and shear demand.

Dear Friends, The script below is for a very simple model (single member). I'm trying to assign a steel tapered section (200 5 800 150 10 150 10), but I'm facing some troubles. Could you help me with the script? Sub GenerateModel() Dim cx(1…

Dear friends, Could you help with this error, please? Thanks

IF THE ORIENTATION OF THE AXIS LIKE SHOWN IN THE FIGURE THEN MX REPRESENTS THE VERTICAL MOMENT AND MY HORIZONTAL AM I RIGHT OR WRONG PLEASE CORRECT ME.

Hi, I have a series of sloped beams loaded with the same trapezoidal load showing snow drift but the global deflection value I get for each beam appears to be different. I don't think I should I be using local deflection in this case but I'm not sure…

The output of column design doesn't specify minimum reinforcement as per clause 26.5.3.1 (a) or 26.5.3.1 (b) of IS456:2000. However in detailed output it does provide following details as per clause Cl. 39.6, IS456:2000: SECTION CAPACITY BASED ON…

Hi, I have a question regarding column deflection and sway in STAAD. The below picture shows the deformed shape of a column subjected to lateral forces in a frame. I know the maximum sway/drift in STAAD is gotten from the node displacement value (translation…

Hi there, please I am working on a steel frame design that includes OWSJ in the model. I have tried various forms of releases for the joist members like assigning truss parameter to the diagonals and verticals, releasing moments at the ends etc. but when…

Why am I facing this issue again and again?? APPROACH BRIDGE CHURHAT.STD