• How to transfer costomed/edditd section database file to other colleagues?

    Hello sir, I've created some new sections in the Euroean profile of section database. However when other colleagues open my staad model in their own computer, thery couldn't see my costomed profiles. They have copied and paste my eddied db3 file…

  • Pedestal

    Hello, Guys! Is STAAD.Pro has this efficient transfer of force from a wide flange used as a column to a concrete pedestal both designed in a single file? Or do I need to model them separately? Another question: How can I represent a bearing…

  • How to fix ** ERROR: IBC/UBC LOAD CASES MUST BE FIRST AND NO MORE THAN 8 CASES ARE PERMITTED. **. structure is irregular and unsymmetrical. 12 seismic load cases are required

    STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…

  • While doing design program terminates after 165 nos checking,

    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…

  • Section Properties Not displaying in Report In Stadd Connect

    Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…

  • Staad.beava in Staad pro connect edition

    How should I turn on Staad.beava (bridge code) in staad pro connect edition? In the earlier version, it was easily accessible right at the startup menu as per the screenshot attached. Please reply.

  • My floor load is not applying on the structure where it has only 3 column are present AND Beam is present on all side ,some beam are released

  • THE COMPRESSIVE AXIAL STRESS IN MEMBER # 1049 EXCEEDS 0.08FCK AT SECTION 0.0 MM FOR LOAD # 216 AS PER CL 6.1 OF IS-13920 2016.

    Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh

  • I am designing a Tapred section as per IS 800:2007 LSD, By considering LTB. When I do it manually, the Moment capacity of beam is 772.8 kNm as per Cl 8.2.2

    My Section size is 175 x 8 Flange and 1000 x 10 Web of Fy= 345 Mpa. The unsupported length about x and y is 1.5m. Lz is 25m. Capacity as per STAAD is 953.62 kNm doesnt match with manual value. But STAAD Output report, the value is 953.623 kNm which…

  • The analysis of a stepped column is possible or not?

    PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.

  • Staad Splitted R.C.C Beam Design !

    If we model the retaining wall with attachment of beam the beam is splitting into the plate element size. How to design the multiple splitted beams in a single span is designed and analysed as a single member. Please explain.

  • Wind load generator skipping a wall panel

    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…

  • Staad primary loadcase note removed by load list command

    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…

  • Design of Solid slab (Conventional slabs)

    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…

  • contours of comressive stress

    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…

  • how to apply clause 6.4.3.1 regarding moment of inertia of RC sections of IS 1893(part1):2016 in staad connect model?

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

  • FAIL TO GENERATE A LOAD COMBINATION - DEFINE COMBINATION

    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…

  • RCDC Detailing Failure

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

  • "OpenSTAAD" - Member weight per running meter length?

    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.

  • As per IS code in beam design by manual calculation i am getting spacing of 229 for stirrups , lets say we will consider 230 ,but in staad it gives spacing of 110 mm for 8 dia bar,how? how software is considering ?

  • Section Type Code Table

    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…

  • Code 456 and IS 800 is not listed

    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

  • Steel Structures Optimization of Members is not increasing member sizes to make them pass, using Indian code IS 800-2007 LSD

    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…

  • RC COLUMN DESIGN OUTPUT IN STAAD.Pro CONNECT Edition

    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…

  • ERROR:MEMBER- slender section, design skipped

    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…
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