I am using STAAD.Pro CONNECT Edition - Version 22.04.00.40 on Windows 7 OS. I have been using SS6 previously and it used to take less than 10 mins to run for a 6 story steel structure with member design & deflection checks. After migrating to Connect…

STAAD Wind load generator is skipping a wall panel on the left side of my model and projecting it into space, while right side has no problems. Both left and right side have similar properties and modelling so I really have no idea what the problem is…

Hello, I am running an analysis with a load list command which tells Staad to analysis load combinations only. However when running the analysis the output shows all cases. Opening the results set up shows the combinations as the only cases selected…

The staad model was done in staad V8i version from other user. When I tried to open the model in connect edition, assigned japanese steel section was missing and I need to reassign those member before analysis. May I know how to solve this problem…

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…

I have an assignment to submit and it about modeling gravity dam and analysis, how to get mesh sensitivity analysis, and how to obtain the contours of compressive, tensile, and shear stresses as well as displacements. Adopt a suitable elastic-linear constitutive…

as per the latest code, this major change has been introduced. How to take care of this clause in staad model? Please guide.

Hello, I am in trouble trying to generate a load combination between self-weight loads of a structure and moving loads on that same structure. When I select the option "add new load cases > define combination", this is all I see: As can be seen…

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

Can any body pls guide me if the design parameter 'MTYP' (in staad connect for AISC 360-16) is to be applied only for beams and columns which are part of an OMF or OCBF ? and not applied to other members ? Thanks in advance for your help. Regards…

Can any body please guide for the use of design parameter 'TFA' (Tension Field Action) in staad connect edition for design code-AISC 360-16? When is this applicable and for which kind of members? Thanks in advance Regards Nitin Gupta

Can any body please guide if LBRC OR TBRC are to be assigned to the beams which have bracing attached to it OR these are to be assigned to the bracing members which serve as lateral bracing or torsion bracing? Also pls, let me know if there is any default…

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.

i am getting such a big dimension in column design in rcdc software.

Dear all, I'm trying to use the API for STAAD Pro Connect version 22 update 2 and in the documentation on a few of the OpenSTAAD commands there is a table mentioned called "Section Type Code Table." I can't find this table anywhere in the documentation…

I am using Staad Connect edition in this, Is Code 456 and IS 800 is not listed in drop down list , is there any error or some other issue? instead it is showing IS 875 1:2002,kindly solve the query

Dear Team, I am working on one major project in which i worked out the entire model in staad pro connect version 22.01.00.39 and submitted to consultant for review. Now consultant is holding version 22.00.00.15 in which almost 360 members were failing…

Steel_Design_Optimizing_M_Intermediate_1_AISC_360-16.STD Steel_Design_Optimizing_M_Intermediate_1._IS800-2007 LSD.STD Why I am getting "Fail" results after using optimization process of commands?; even selecting Ratio 0.9 initially, e.g look into…

Hello, I´m currently reviewing a Reinforced Building Design in STAAD.Pro CONNECT Edition and The Client asked for some information; more specifically, the Design Moments and Axial Forces for the RC Columns, so I went to look up the info in the Analysis…

Hello again! I'm currently using the code AIJ 2005 and upon running analysis, some members are skipped because of an error: slender section. I tried TMAIN and MAIN = 1, and commented the ly lz parameters but it didn't disappear. SEND HELP…

I'm running into an issue when I select AASHTO ASD/LFD when I try the Run Load Generator on the Staad.beava extension. Im using STAAD.Pro Connect Edition and it still does not work. A window pop-ups stating "Error: index out of rangeEnd of Run.." It…

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

Hi, I can't find view split in STAAD editor, which was available in legacy version. Is there any alternative to it?

Is there a way to display whether each member is in compression or tension after running the analysis? Such as an option that turns all members in compression blue and all members in tension red?