• 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
    • RAM | STAAD Forum
  • WALL LOAD IN SLAB

    kenenth balbido
    kenenth balbido
    Someone can teach me how to put a wall load over a slab without using any beam.
    • over 1 year ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • 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
  • Dynamic Analysis

    Kirk Andrada
    Kirk Andrada
    Good day Sir, I just want to ask if my output/result is normal. The total base shear in x-direction is two times of z-direction. Is this normal? I always do static so I am not really confident in dynamic. I am doing a 84mx15m 6-storey building. Thank…
    • Answered
    • over 2 years 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
    • RAM | STAAD Forum
  • 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
    • RAM | STAAD Forum
  • Query about openstaad properties function

    Samarth. S
    Samarth. S
    Hello ppl, I am trying to get beam geomerical properties (specifically width and depth) through Openstaad feature (specifically GetBeamProperty) and so far failing. When i run the corresponding VBA code i get result as either "TRUE" or "1" or not…
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • 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 deck

    waqar fazi
    waqar fazi
    Dear sir, I modeled the same canopy with two method in staad pro. In first method i am considering slab instead of composite deck. In second method i am considering composite deck. But for both cases forces in the members are different and…
    • 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
  • OPENSTAAD

    Mai
    Mai
    Hi, I am not aware of VB or any other such language, can i still use OPENSTAAD ? Is anywhere directory available from where "Ready made" codes are available to be copied n pasted or utilized. If yes please share the link . Bye
    • over 4 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
  • solid plates and round bar design

    waqar fazi
    waqar fazi
    Dear sir, I am doing a design calculation for cat ladder using solid plates and round bar .But it is not giving me results with utilization ratio?how i can design it.Kindly suggest me method for these profile.stad file is attached. CAT LADDR.std
    • 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
  • STAAD ERROR MESSAGE

    Varadha Rajan
    Varadha Rajan
    Dear Sir/Sirs, Am new to STAAD Pro. I have designed an intake using plate model. Assigned loads. When i try to analyse following error appears. PRIMARY LOAD CASE CAN ONLY BE ADDED IF SET NL COMMAND IS USED. How can i rectify. Please help. …
    • Answered
    • Intake 14-11-13 (Dikchu HEP) with concrete backfill.std
    • over 9 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Specifying a pinned connection

    Johnlittle
    Johnlittle
    As per the title, how do I get Staad to analyse a connection as a pinned joint?
    • over 12 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Loads disappear

    CKM
    CKM
    Could someone please explain why the floor loads "disappear" after I added a two ton monorail. Please look at members 32 and 34 of the Ex Floor_Calc and members 32 33 34 of the Monorail_Calc STAAD documents attached. EX Floor_Calc STAAD…
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Floor load generation in staad pro

    Himmatlal Chavda
    Himmatlal Chavda
    Hey can anyone guide me in the generation of the floor load how to assign it.Is it necessary to have a plate element for the generation of the floor load . How does the staad works on this command?
    • over 13 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
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