• Deflection

    Angelo Peredo
    Angelo Peredo
    Hello, Guys! I have added the TRACK 2 command along with the DFF to see the in-depth details of deflection. May I know if this, please see attached picture, can be seen somewhere in the postprocessing? Also, how can I get the deflection of the entire…
    • 1 month ago
    • RAM | STAAD | ADINA
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  • why FX is coming in the hinged beam : Staad results

    Ganesan A
    Ganesan A
    system: Girder : Moment beam stub : shear splice / hinge : load carrying beam : shear splice / hinge : moment beam stub girder question :Why FX is produced or generated in load carrying beam which is having a moment release MZ and MY in both ends…
    • 1 month ago
    • RAM | STAAD | ADINA
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  • How to determine the max axial and shear force in multiple Members

    Superstar123
    Superstar123
    I am creating a list of forces with their max axial and shear forces. See below for example of this table : Is there a way for Staad to compute a similar table? Or at the very least use a simplified way of getting these values? Please help. I have…
    • 1 month ago
    • RAM | STAAD | ADINA
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  • Pedestal

    Angelo Peredo
    Angelo Peredo
    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…
    • 2 months ago
    • RAM | STAAD | ADINA
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  • CONNECT V12 Update to STAAD PRO 2023

    Angelo Peredo
    Angelo Peredo
    Hello! I am currently using the STAAD. Pro V12 and I just figured out that there is the latest build of STAAD.Pro which is 2023. Is there a feature in the app that facilitates in-app updates? Or should I have the V12 uninstalled?
    • 2 months ago
    • RAM | STAAD | ADINA
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  • THE MEMBER 1 CAN NOT BE DESIGNED FOR BENDING AS THIS VERSION DOES NOT SUPPORT THE SELECTED SECTION, SELECT ANOTHER TYPE OF SECTION

    Angelo Peredo
    Angelo Peredo
    Why this keeps appearing, Guys? I got the same warning for HSS Rectangle standards. Can somebody help me please.
    • 2 months ago
    • RAM | STAAD | ADINA
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  • non linear Cable analysis

    Tirumala
    Tirumala
    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
    • 2 months ago
    • RAM | STAAD | ADINA
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  • STAAD.Pro Connect Truss Release Specification

    Angelo Peredo
    Angelo Peredo
    In STAAD.Pro Connect, when releasing the trusses, do we release all the members that make the truss? Or just the diagonal of the truss? Please enlighten me. Thank you!
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Optimize Command in STAAD

    Angelo Peredo
    Angelo Peredo
    Hi, everyone! Is the optimize command working for steel sections created using the User Table?
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Deflection not appearing in staad output file

    Angelo Peredo
    Angelo Peredo
    I'm having a problem with mu model. How would I make the deflections appear in the staad output file? All I am getting are these I am checking for strength and serviceability check. Load Envelope 1 for Srength and Load Envelope 2 for serviceability…
    • Answered
    • 2 months ago
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  • "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Angelo Peredo
    Angelo Peredo
    Tell me how can I get rif of this error please. DEFINE UBC ACCIDENTAL LOAD ZONE 0.4 I 1 RWX 3.5 RWZ 3.5 STYP 4 CT 0.0488 NA 1.2 NV 1.6 SELFWEIGHT 1.1 UNIT METER KN DEFINE WIND LOAD TYPE 1 WIND_PEDESTRIANBRIDGE <! STAAD PRO GENERATED DATA DO NOT MODIFY…
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
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  • STAAD's Displacement

    Angelo Peredo
    Angelo Peredo
    Is this a normal displacement in STAAD.Pro Connect Edition? I am designing a pedestrian footbridge and I happened to encounter this displacement in a certain load case?
    • Answered
    • 3 months ago
    • RAM | STAAD | ADINA
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  • 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

    Kaede Cabanilla
    Kaede Cabanilla
    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…
    • 4 months ago
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  • ERROR THICKNESS NOT PROVIDED FOR ELEMENT 90

    Amit Kumar
    Amit Kumar
    ASSIGMENT-6.std ON RUNNING THIS ERROR COME ,,PLEASE GIVE ME SOLUTION TO RESOLVE THIS , I HAVE TRY ALL THE METHOD GIVEN PREVIOUSLY
    • 5 months ago
    • RAM | STAAD | ADINA
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  • SHEAR FORCE DAIGRAM IS CHANGED IF WE CHANGE THE BEAM INCIDENCE

    Rahul Brijpuriya
    Rahul Brijpuriya
    I MODEL A BEAM A BEAM OF 12 M SPAN IN WHICH THE SUPPORTS ARE ASSIGNED AT 8 M C/C AND REST 2.2 M FROM EITHER SIDE IS CANTILEVR , NOW IF I CHANGES THE BEAM INCIDENCE THE SHEAR FORCE DIAGRAM IS CHANGED (REVERSED) WHILE LOADING POINT IS SAME
    • 5 months ago
    • RAM | STAAD | ADINA
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  • Repeat Load vs Combination load- Both gives different result when used with seismic load. Which should be used for concrete member design?

    syed Aqeel Ahmad
    syed Aqeel Ahmad
    I have attached a small sample file for checking of result. STAAD SPACE START JOB INFORMATION ENGINEER DATE 15-Feb-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 4.00001 0 0; 3 8.00002 0 0; 4 12 0 0; 5 0 0 4…
    • 7 months ago
    • RAM | STAAD | ADINA
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  • What is the reason for designing of column without considering the worst load case even though I add several load combinations?

    Yadheesh Waran
    Yadheesh Waran
    In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.
    • 8 months ago
    • RAM | STAAD | ADINA
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  • Ram Connection Error: No Connection has been detected in the model

    Vamsi Mohan Rajasekharuni
    Vamsi Mohan Rajasekharuni
    I modeled and analyzed a Tube membered structure as per IS:800-2007 LSD in STAAD.Pro Advanced CE - V 22.12.00.142 , and tried connection design using integrated Ram Connection as Per American Code. I am encountering an error that connections are not…
    • 8 months ago
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  • Hi everyone, can someone help me about how to apply load for all model (if u have rectangular frame of the HEA 200) when crane driver carry up it to above ?

    Dragon
    Dragon
    hi
    • 8 months ago
    • RAM | STAAD | ADINA
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  • hi everyone, can anybody help me to solve this model because have error of the snow and seismic loads??

    Dragon
    Dragon
    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; 151 7030.99 14763.7 2911.01; 152 7609.76 14763…
    • 10 months ago
    • RAM | STAAD | ADINA
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  • Hello Everyone, I am getting this error. The model is attached below.

    Raju Odedara
    Raju Odedara
    369. TYPE 1 WIND 370. <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! 371. IS875-2015:PARAMS 0 0 0 9.600 0.000 3.000 0 JAMSHEDPUR 47.000 0 1.000 1 5 - 372. 1.000 1.000 1.000 1.000 1.000 1.000 2 1.000 0.020 0 49.760 24.350 12.600 0 0 - 373. 0 1.000 0 0 0…
    • Answered
    • 11 months ago
    • RAM | STAAD | ADINA
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  • STAAD ANALYSIS

    Adrian
    Adrian
    Hi Everyone! I'm having a hard time fixing my model. it has a warning saying WARNING-fx fy fz wind forces: I Can't correct it no matter what i do. Can Anyone help me out? Thanks a lot always. Here is the file 5488.FILE.std
    • 11 months ago
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  • STAAD ANALYSIS

    Adrian
    Adrian
    Hi Everyone! I'm doing a project for my university and I can't figure out how to fix my design. there's so many WARNING and NOTES. can enyone help me out or teach me how to. Attached is my file ANALYSIS-Activitystd.std
    • 11 months ago
    • RAM | STAAD | ADINA
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  • STAAD ANALYSIS

    Adrian
    Adrian
    Hi Everyone! I'm getting a hard time fixing my work. There's so many warnings and says soft story in the first level of the building. Can anyone help me out with this one? I'm still learning. Thankyouu.Attached is my file Analysis for Rev.std
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Supports of soil safe bearing capacity into our grade beam and plinth beam structural designs?

    S Thirumarainathan
    S Thirumarainathan
    Respected Engineers, How can we incorporate the additional strength available by soil safe bearing capacity into our grade beam and plinth beam structural designs?
    • over 1 year ago
    • RAM | STAAD | ADINA
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