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Hi Everyone, I have a created a C# Console application and the Main method is supposed to carry out the following steps sequentially: 1. The OpenSTAAD instance is obtained. 2. The specified model (using the filepath) to be opened. 3. After the…

Hello sir can you please help me to understand how to read the beam design result.. On the first picture(one with yellow lines) it tells that there are 4- 20mm diameter bar along the distance 0 to 3292. Then it also has a 5-20mm diameter bar along the…

Eventhough set up in metric METER , KILONEWTON and set up force units in display options, still when i define properties in property page in metre when it is entered the value is converted to inches.pl help

Hi! The STAAD Editor of my model contains "STAAD.Pro Generated Comment" and below it is the previous node coordinates of node number 121 from my first revision of the model. The Analysis Output also contains the same comment. Where did the "STAAD.Pro…

While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number, Need suggestion STAAD SPACE CHP UDANKUDI START JOB…

Hi, I am trying to use the ObjOPENSTAAD.Command.CreateSteelDesignCommand command to assign the UNB, UNT, LZ and LY values to members. I believe it is an issue with the CInt(0) and CStr(0) values I am putting into the command as the UNB etc. get generated…

Hi, is there a way to get and set the Length for flexural torsional buckling using OPENSTAAD? Thanks in advance.

STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 152 7609.76 14763.6 -1.061; 153 467.483 16072…

hi

STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

I am trying to analyse an aluminium frame but sections to be used are not in database so I tried USERTABLE and made 2 sections First is 30x20x1.4 mm channel section and second is SHS 40x40x1.4 . After runing analysis it throughout an error as in subject…

Hello fellow team, I am experiencing some issue when running a model for analysis that contains sections created using Section Wizard. Before running I get these warning window/message: The analysis is then cut short because Staad.Pro could not…

Dear Sir, Our Project Requirement: 600’ x 200’ x 43’ PEB Warehouse We’ve taken a Model of 157’ x 200’ x 43’ for STAAD Analysis as a similitude model with EJ For the last 45 days, our design engineers have been carrying out the design work of the…

Hi Staad master sirs, I’m Trying with the Staad.pro model of a Rack system with Economic solutions - which consists of Hot Rolled Sections + Cold-Formed Steel sections, by using IS800 + IS801. My entire members are only supposed to be Designed as Hot…

How did know the exact coordinate of the partition wall?? please help me

Hi, Please help in identifying the Tapered Member profile used in Staad with respect to the Tapered MembNo: xxx appearing on the Analysis output. For Example, where we can see the tapered MembNo: 1970 shown below, in the actual staad model. Also…

Please, someone can help me. One error says *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. don't know what to do. RCD 4 Storey.std

BRAMP 05AUG22.std Can't find a solution to this problem. How to solve this? thank you.

In STAAD Pro SS6 edition (Version 20.07.11.70) when a member subjected to Combined Axial force and bending, the member fails with higher ratios (i.e., 200, 216584 etc. ) according to section 9.3.1.1 as per IS 800 - 2007 (LSD). But when I calculate manually…

I've modeled one structure with cantilever rafter while another model without it (refer to the image below) With cantilever Without cantilever When it comes to deflection check, cantilever rafter failed on deflection while the rafter without cantilever…

My staad pro v22 output file not show reinforcement required area. How to solved it. Please solved me my problem.

Is there any way (such as programing cut lines into the input file/saving your cut lines) to not lose cut lines after making modifications to the model and re running the analysis? I found a post about this two years ago and I'm not sure if any enhancements…

Dear sir, why aisc 360-05 is not designing haunch members? file is attached.and as we are modeling portal frame in staad is it the correct way. and the coming warnings members with the same joint can be ignored. B013.std

Hi, I was doing a case study for the combined beam & plate effect in STAAD Pro using AISC ASD. 2 geometries were prepared; 1. A simply supported beam subjected to 1kN/m UDL 2.A simply supported beam with plate structure bottom vertically restrained…

I don't know why its so crazy. I can't even see which members are the problem. I wondered if it was an easy fix?