• France Design Code BAEL 91 in STAAD Pro Connect Edition Update 10

    Aayush  Baranwal
    Aayush Baranwal
    Hi, We have STAAD Pro Connect Edition Update 10 (Node lock license) and we need the BAEL 91 French Design Code for Concrete Design. Please confirm whether the same code is available in the software or not? If not, how we can get access to the same…
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • Why I cant get to see beam and column design report and reinforcement detail on run analysis?

    Dhrubajyoti Ghosh
    Dhrubajyoti Ghosh
    Please go through the file and reply ASAP. I am waiting.Please go through the file and reply ASAP. I am waiting. sabbir ahmed -static.std
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • *** 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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  • Why are many beam section failing? I have provided adequate section thickness and shear wall. Please reply

    Dhrubajyoti Ghosh
    Dhrubajyoti Ghosh
    6201.Project 1 new.std
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • codes for stainless steel

    waqar fazi
    waqar fazi
    Dear sir, which codes are available in staad pro to design the stainless steel. can we design the stainless steel structure by using aisc lrfd or bs5950? thank you in advance.
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Design of Solid slab (Conventional slabs)

    Sulaiman Ade
    Sulaiman Ade
    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…
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Dummy beam

    Sulaiman Ade
    Sulaiman Ade
    Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
    • Answered
    • over 2 years ago
    • RAM | STAAD | ADINA
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  • cable analysis

    waqar fazi
    waqar fazi
    Dear sir, I am doing the analysis of cable but the reactions are coming with an extreme value like 66kn along x. There is no any weight on the cable only self-weight is considered. Kindly explain to me why reactions are so conservative. Also, guide…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • how we can make pre engineering beam as a composite beam in stad

    waqar fazi
    waqar fazi
    Dear sir, Kindly guide me how we can build a pre engineering beam as composite beam in stad pro?
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • composite beam

    waqar fazi
    waqar fazi
    Dear sir, I want to design a composite beam in staad pro and consider the weight of concrete slab manually ? is there any option to stop the staad to consider the weight automatically as per CW and concrete slab thickness? Kindly give some suggestions…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • deck slab

    waqar fazi
    waqar fazi
    Dear sir, In My attached fil,I am creating a deck slab to make my steel beams as a composite beams.But I notice deck slab somewhere missing the steel beams .some beams are not composite?Why it is happening?do I have to add that beams manually in stad…
    • Answered
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    Daisy Shah
    Daisy Shah
    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • how to get the loadings details in report????

    arul mani
    arul mani
    I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • How to model Vibration of Machine

    SantoS
    SantoS
    Dear All, I want to ask about the vibration of machine. As far as I know, we need to input as sine function. Am I right? I assumed the weight of machine is 110 kN and assumed that 10% of weight will be placed as the vibration. I use…
    • Labo.std
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: No results in the Beam Graphs

    Modestas
    Modestas
    Answer: The graph does not show any results as Mz, Fy and Fx forces are all 0 in all members on your structure (see the Beam End Forces table in the Forces vertical page). Only My and Fz forces are being developed in the structure, so My and Fz graphs…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD Error No. 41: Not enough memory

    Christian
    Christian
    Hi, STAAD v8i doesn't run analysis without MEMORY-command in input file. Output file then only contents of two lines: 1. STAAD SPACE ERROR NOT ENOUGH MEMORY TO START ANALYSIS. ( 41 ) But available memory should be enough. We tested…
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • STAAD generated .dgn files

    aclubb
    aclubb
    Can I do anything with the Staad genereated .dgn files that appear in the same directory as my staad files? I have tried opening these with Microstation, but I get an error: "[X:\FileName.dgn] is not in a recognized file format"
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: How to use STAAD more efficiently

    Gumpmaster
    Gumpmaster
    Kris, Thanks for your reply. I anticipate your responses to Sasa3k's other questions. As Sasa3k mentioned above, most of your replies are workarounds, not native functionality. It would behove you to make them native to the programe rather than…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Single Line Format <-> List format

    aclubb
    aclubb
    I mistakenly converted my input file to single line format. Is there any way to get it back to list format without a lot of keyboard time?
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • SmartPlant 3D- STAAD.Pro interface through CIS/2 translator

    Ritesh Thakare
    Ritesh Thakare
    Hi! I am trying to import SmartPlant 3D Structural model to STAAD.Pro through CIS/2 translator. I am able to import steel sections of Indian Section library. But I am unable to import Rectangular Section (Prismatic member not available in STAAD Section…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Tapered Members

    Ryan Sedar
    Ryan Sedar
    Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: SELECT ALL for AISC 14th Ed.

    Carlos Aguera
    Carlos Aguera
    The introduction of the new version of the AISC 360 code represents an important step in the development of STAAD design codes. One of the main requests we have had over the years is to provide more detail of the design rather than the brief summary of…
    • over 11 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Re: converting beam parts into single beam

    napeera
    napeera
    THANKS FOR THE REPLY ATILO, As I said Using Physical member is a tedious process, and also while designing it does not design as full beam as in ETABS. Any other suggestions. napeera
    • over 14 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Geometry import issue from ProStructures to STAAD.Pro using ISM

    Modestas
    Modestas
    Issue: The geometry of some members is not getting imported properly from ProStructures into STAAD.Pro using ISM. Here is the screenshot of the structure which should be imported: This is how it is imported into STAAD.Pro: Notice that most…
    • over 10 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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