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

*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand

Please let me know that amendment -2 of IS1893-2016 has been updated in the staad pro connect edition. inform the version of that staad pro connect edition if updated otherwise when same will be updated .

Hello sir(s), While deigning structure in staad as per IS 13920 i got following Note in output. NOTE :- SOME OF THE BEAMS CONNECTED TO THE COLUMN NO. ** ARE NOT DESIGNED. ONLY SHEAR FORCE FROM ANALYSIS WILL BE CONSIDERED FOR SHEAR DESIGN. Please…

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?

How to rectify this failure known as 'Detailing failure' in RCDC

Please, i need your help, pls how can i simulate a building collapse on STAAD pro software, i am currently investigating the collapse mechanism of a structure and i am finding it difficult to simulate the progressive collapse using STAAD sofware, thank…

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

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?

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…

I have a number of beam in my model and when i run a unity check some fail by different "clauses" Below are all the list clauses that i am coming up with. clause h1/2 clause h3 clause g clause e2 Does anyone know where i can find a definition…

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

Dear friends I need your help to solve a error when i try to open Staad pro model in STAAD offshore. I'm not able to load my model because user defined section database property developed in STAADPRO is not recognized in STAAD Offshore. How i need…

Hello Everyone! In the attached Staad file, I am having trouble getting rid of few warnings. Also, I believe Wind loading is also not applied correctly. I used Staad V8i. Please help me. Regards, Pawan Waghmare

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…

dear staad master. i'm new member in here. i love this forum because i can find the answers about lots of my own problem with staad besides reading technical manual reference from staad. now i'm working with (maybe) the latest patch released from…

Hi all in the attached model, it has been split into several boundaries within a outer boundary (this was done as the depth is different for each boundary. while using Parametric mesh and creating the adjacent boundary mesh, it was found that…