Hi, Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis what if i keep 0 instead of 1 " REFORM 1 KGEOM 0" Thanks in advance

How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?

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…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

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

I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…

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?

Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

dear friends, we are facing big combatibilty issues between STAAD PRO & STAAD OFFSHORE. some of the use facilities available in staad pro is not at all regonized by STAAD OFFSHORE. Because of this combatibility issues we are facing lots of problem…

Hello, I built a simple truss model in Staad pro V8i. I am wondering whether there is a way to extract elemental stiffness matrix in global coordinate? I can access global stiffness matrix by enter SET PRINT STFFINESS in the basic solver. Is there any…

Please advice or provide some documents related to OpenStaadUI library as I am trying to use its functions viz Function GetMemberDesignParameters(nBriefRef As Long, nMemberNo As Long, pDesignParams As OSMemberSteelDgnParams) As Long I want to get…

Hi all, i wish to know is there any command in STAAD to keep the sectional properties of staad in the required format? Kindly look at the attachment Thanks in advance

Hi, I am currently working on a project where I wish to use STAAD Pro v8i SS4 to perform a modal analysis to determine the natural frequency of a turbine exhaust extension. This is essentially a vertically orientated, stainless steel tube with intermediate…

Gents, today i'm working on pipe/tubular section in my model. to check the ratio in analysis, i'm using API code, but for non tubular section, i use AISC 9th Ed. however, i have some question regarding API code. (i use STAAD Pro v8i SELECT 4 20…

Is there a way in STAAD to merge specifications, similar to what Merge Properties on the Tools menu does? For example if I have a big model and I finish assigning the End and Start Releases. On my specification window I only have 2 lines one for the end…

Dear All, I am facing some problem in modal analysis. It is related to modal analysis parameters like frequency shift, cut-off frequency and cut-off mode during model analysis , I know the theoretical meaning of these terms, but I am still not clear…

I am doing dynamic analysis for the first time and I hope someone can give me answers to the following questions 1. In Time History Definitions, Where can i find the parameters for Arrival Time and Damping dialog box. I only input it in STAAD editor…

After running analysis, the Staad Output didn't inform me of instabilities in the any joint. In the post-processing mode I clicked on nodes-instabilties and noticed that I had two nodes that were unstable. I have attached the model. I believe my releases…

Hello to all, In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity. Is there a way that this axial compression capacity can be input in STAAD? For example, a horizontal…