• Section database take too much time in Staad CE 12 & ALSO IN v2023

    Rahul Brijpuriya
    Rahul Brijpuriya
    Section database take too much time in Staad CE 12 & ALSO IN v2023
    • 1 month ago
    • RAM | STAAD | ADINA
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  • input unit in properties page

    Akash Vasudevan
    Akash Vasudevan
    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
    • Answered
    • 2 months ago
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  • Bottom chord with double angle fails

    Lay Abaigar
    Lay Abaigar
    Does anyone know why the ends of the bottom chord of my truss fails when it has double angle section L75x75x6 LD, while when I use the single angle section L75x75x6, it passes? as per the output, the members fail in flexure compression and tension (eq…
    • Answered
    • 2 months ago
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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…
    • 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. ** The structure is irregular and unsymmetrical and it is required to do the 12 load cases

    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…
    • 3 months ago
    • RAM | STAAD | ADINA
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  • *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. anyone plz help me

    harshvardhan pawar
    harshvardhan pawar
    *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand
    • Answered
    • 5 months ago
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  • Temperature load

    Amit Kumar
    Amit Kumar
    4034.With Temperature_Rack.std.txt When I have applied temperature load and run the staad file it showed an abnormal unity ratio. Can you please check and suggest what is the issue? also check our applied temperature load calculation? For design,…
    • 5 months ago
    • RAM | STAAD | ADINA
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  • Hello, Node coordinates automatically change when model is "Save As"

    Ajay Marathe
    Ajay Marathe
    Hello, I am using STAAD Pro CONNECT Edition ver. 22.12.00.142. When I use existing model and "Save As" it for modifications, I have observed node elevations are changed. I am not sure what other changes are also happening in the model. This problem…
    • 7 months ago
    • RAM | STAAD | ADINA
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  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    Dragon
    Dragon
    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;…
    • 9 months ago
    • RAM | STAAD | ADINA
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  • in section wizard , while importing the section by general section , error pops up says " profile point for this shape will not be exported"

    shanu kumar vishwakarma
    shanu kumar vishwakarma
    I am using a square section by TATA STRACTRA one on top of another.
    • 9 months ago
    • RAM | STAAD | ADINA
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  • ERROR- IN READING MEMBER PROPERTIES. CHECK DATA FORMAT CAREFULLY."

    Shahid Nazir
    Shahid Nazir
    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…
    • 11 months ago
    • RAM | STAAD | ADINA
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  • How to model transportation acceleration in Staad.Pro?

    Agata Glowacka
    Agata Glowacka
    Dear All, I would like to ask if, and if yes, how, is it possible to model acceleration due to land transportation in Staad.Pro model? I would like to be able to apply an acceleration value at the COG of the structure and have it applied to all the…
    • over 1 year ago
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  • RCDC

    Falcon X
    Falcon X
    WHAT IS THE MEANING OF 2-T8@115 C/C IN COLUMN DESIGN DUCTILE LINKS SECTION. REF. SCREENSHOT. /resized-image/__size/1920x1080/__key/communityserver-discussions-components-files/5932/0116.Screenshot-2022_2D00_07_2D00_16-140850.png
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Does STAAD.Pro CONNECT Edition and all the workflow components work with the new Windows 11 OS?

    darban jul
    darban jul
    Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • In Staad foundation, no design result is getting generated

    Dhrubajyoti Ghosh
    Dhrubajyoti Ghosh
    sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • One-way ribbed slab

    Waleed Aboukhater
    Waleed Aboukhater
    How can i design a this kind of slab on staad pro, i'm still a new user of the software so please put some detail to help me.
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Wind load does not show

    Waleed Aboukhater
    Waleed Aboukhater
    As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work the part where it does not show is a cantilivar beam the left side of the photo down here
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • *** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    Tarek Abu Selo
    Tarek Abu Selo
    Hi, Hopefully, you are doing well. could you please help me to solve this error? this is the code below. regards, DEFINE WIND LOAD TYPE 1 WIND -Z (WINDWARD WALL) <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 137.000 KMPH 0…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • I faced this error. please could you help me to solve this problem.

    Tarek Abu Selo
    Tarek Abu Selo
    this is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Apr-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 12.085 0; 3 -1.05865e-015 0 5.763; 5 -2.11729e-015 0 11.526; 7 -3.17594e-015 0 17.289; 8 -3…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • STAAD Section Properties - what is the difference btwn Zp ("distance to equal area axis") and Zm ("distance to centroid along Z")?

    CMorton
    CMorton
    STAAD Section Properties - what is the difference btwn Zp ("distance to equal area axis") and Zm ("distance to centroid along Z")? Also, when I take the moment of inertia, Iy and divide it by the Zm (which I believe is the distance from bottom to the…
    • over 1 year ago
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  • section wizard

    waqar fazi
    waqar fazi
    Dear sir, Both stringers of staircase having same section only difference is one is created in section wizard and one is define in section table in staad.why the bending capacity of section wizard created section is less than other one.KIndly explain…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Error Staad Cargas muertas

    MARIO IVAN MANZANO ROMAN
    MARIO IVAN MANZANO ROMAN
    Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Floor Load Distribution

    Structural Engineering
    Structural Engineering
    Is there a way of telling the floor load distribution to ignore certain beams? I have a floor with plan bracing. I don't want the bracing to attract any load. I can specify the bracing members to not attract load? Cheers, ASN STAAD Pro Connect…
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • change command for design parameters

    Khawaldah
    Khawaldah
    Can I use the change command to change the design parameters? It takes the last assigned parameters all the time.
    • Answered
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • How to remove all materials from model

    Structural Engineering
    Structural Engineering
    Hello, I have recently imported a SACS file into STAAD. The materials have been brought in but there a literally hundreds of different materials. How do I remove all materials and start afresh? Software: STAAD Pro Connect Edition V22 Update 7…
    • over 1 year ago
    • RAM | STAAD | ADINA
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