• UNABLE TO ACTIVATE LICENCE OF STADDPRO V8I SELECT SRIES 5.

    Mohan Kumar Bhutani
    Mohan Kumar Bhutani
    UNABLE TO ACTIVATE LICENCE OF STADDPRO V8I SELECT SRIES 5. ERROR MESSAGE "AN ERROR HAS OCCURED WHILE ATTEMPTING TO VERIFY THE SERVER AND ACTIVATION LEY ' IS SHOWN WHILE ACTIVATING/ SENDING LOGS. MAY SOMEONE PLEASE HELP FOR RESOLVING THE PROBLEM.
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Beam Failed in RCDC

    Phoebe Gwyne  Boyoten
    Phoebe Gwyne Boyoten
    if a beam failed in rcdc and i change its size do i need to change its properties in staad before designing the column and footing?
    • Answered
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Design a liquid retaining structure ( a concrete water tank supported by ground) by ACI codes (either ACI 350 Code Requirements for Environmental Engineering Concrete Structure or ACI 318 Building Code Requirements for Structural Concrete)

    Jeffrey Ward
    Jeffrey Ward
    Hi: I like to design a liquid retaining structure ( a concrete water tank supported by ground) by ACI codes. ACI 350 Code Requirements for Environmental Engineering Concrete Structure is applicable code for liquid retaining structure. I am wondering if…
    • 2 months ago
    • RAM | STAAD | ADINA
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  • Instability in Slab Joint

    Ryan Hill
    Ryan Hill
    Hi, I am getting 2 warnings. Both are about instability in a joint in the My direction. The joints are highlighted in red in the following image. The joints highlighted are in the middle of the slabs. I have pinned the slab edges. Why are these…
    • 3 months ago
    • RAM | STAAD | ADINA
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  • How to find total axial capacity of a column in staadpro or RCDC calculation?

    NAUSHAD KHAN
    NAUSHAD KHAN
    I have analysed the model in staadpro and design the model in RCDC but I didn't found the total axial capacity of column the in RCDC calculation for column it shows only axial force acting on the column.
    • 3 months ago
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  • Coffee Corner技术咖啡角

    Irina Liang
    Irina Liang
    技术咖啡角将会包含最新的产品更新信息,更高效的产品使用技巧,优化的工作流。 Coffee Corner 第一期: STAAD.Pro动力设备基础分析设计 Coffee Corner 第二期: OpenPlant for China丨参数化阀门设计流程及应用 Coffee Corner 第三期: Substation China 设计应用和技巧讲解 Coffee Corner 第四期: STAAD.Pro 抗震性能化设计应用 Coffee Corner 第五期: OpenPlant…
    • 10 days ago
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  • Plaxis 2D

    Hesoyam
    Hesoyam
    Hello, while checking the models by our Design consultant of the tunnel, I am unable to locate grouting loads in it. He has provided a separate analysis in STAAD model for it. The same has been done in other projects also. Can you tell me how to define…
    • 3 months ago
    • GeoStudio | PLAXIS
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  • MULTI RESPONSE MODIFICATION FACTOR

    Muchammad Wicaksono
    Muchammad Wicaksono
    Hallo, i have model with combination of steel ordinary moment frame (OMF) and concrete special moment resisting frame (SRMF). is there a way to create multi response seismic factor (R) in 1 staad file? with R for steel 3.5, and R for concrete is…
    • 3 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
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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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  • Input Support Stiffness and Damping

    Asif Sani
    Asif Sani
    Is there a way to input pile (node) stiffness and damping in Staad for a time history analysis? That means inputting support stiffness and damping values for all 6 degrees of freedom (translation and rotation)
    • Answered
    • 4 months ago
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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
    • 4 months ago
    • RAM | STAAD | ADINA
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  • How to add a reference load with a load factor to a load case using openSTAAD commands

    Tom Pallister
    Tom Pallister
    Hi, I have the below code which interfaces with a matrix i have created in excell/VBA. I want to create the loadcase, this code works, and then add the reference load say "R1" to the load case with a load factor as per the image below. The reference…
    • Answered
    • 4 months ago
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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
    • RAM | STAAD | ADINA
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  • Load classification considered as Mass in STAAD

    Jem Eripol
    Jem Eripol
    Hello, I cannot seem to find the documentation which shows the load classification that is considered as mass loading. For example, I think I knew someone say that "Pressure on Plates" cannot be considered as mass loading. Can someone help me? …
    • Answered
    • 5 months ago
    • RAM | STAAD | ADINA
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  • Regarding Staad Pro Update 12

    Pankaj Tiwari
    Pankaj Tiwari
    Why I am getting more reinforcement at level 0 to 3. please provide valid clarification. Model Attached below for your reference. 8182.FINAL MODEL12 M STG.STD
    • 5 months ago
    • RAM | STAAD | ADINA
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  • ERROR WHILE RUNNING SECTIONS DEFINED IN USER TABLE

    Venkateshwaran A
    Venkateshwaran A
    Iam getting this error when i run my model with user table sections. But assigned sections are in the same folder where staad files are.
    • 5 months ago
    • RAM | STAAD | ADINA
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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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  • How do select the angle between truss members?

    NAUSHAD KHAN
    NAUSHAD KHAN
    I want create a truss I chose one from structure wizard but I want a specific angle between truss members at end points (usually referred as alpha) where I can change the default settings for this?
    • Answered
    • 5 months ago
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  • pile cap design RCDC

    new struct
    new struct
    Can i design a pile cap with more than 6 numbers in RCDC?
    • Answered
    • 5 months ago
    • RAM | STAAD | ADINA
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  • Crack width calculated by RCDC appears to be in negative value.

    Ranjana Shinde
    Ranjana Shinde
    Applies To Product(s): STAAD Advanced Concrete Design Version(s): Connect Edition Environment: Area: Concrete Design Subarea: General Original Author: Ranjana, Bentley…
    • 5 months ago
    • RAM | STAAD | ADINA
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  • Wind Load on Tapered Section -reg.

    Dani Paul
    Dani Paul
    Dear Colleagues, current version : STAAD.Pro CONNECT Edition - Version 22.12.00.142 there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same. Wind was…
    • 6 months ago
    • RAM | STAAD | ADINA
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  • Side face blowout for group of anchors in tension RAM Connection

    Agustin Rowell
    Agustin Rowell
    Hi! I am having some issues with the calculations for side-face blowoutfor a group of anchors. I have that base plate. A 650x650 mm pedestal, and a 470x470 base plate with 8 anchors. (I don´t know why, but i can´t upload images right now) …
    • 6 months ago
    • RAM | STAAD | ADINA
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  • STAAD standards and certificates

    Dmytro Torianyk
    Dmytro Torianyk
    Dear colleagues, where can I find information about total list of STAAD standards? I am also looking for information about certificates that confirm the quality of the calculations of this program.
    • Answered
    • 6 months ago
    • RAM | STAAD | ADINA
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  • I want to change the input file of an existing STAAD model from multi-line format to Single Line Format, how should I do?

    Jean Lin
    Jean Lin
    I start STAAD, click on Configure > File Format > Input format. I select all items under "Input format > Single Line Format Commands:", and "Write expanded list", then click "OK". After all these steps, I opened the Command File of an existing STAAD model…
    • Answered
    • 7 months ago
    • RAM | STAAD | ADINA
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