• In Staad foundation, no design result is getting generated

    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

  • *** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.

    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…

  • Design of Solid slab (Conventional slabs)

    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…

  • Dummy beam

    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?

  • cable analysis

    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…

  • composite deck

    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…

  • composite beam

    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…

  • deck slab

    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…

  • solid plates and round bar design

    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

  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    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…

  • how to get the loadings details in report????

    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?

  • STAAD Error No. 41: Not enough memory

    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…

  • Geometry import issue from ProStructures to STAAD.Pro using ISM

    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…

  • Re: section database property developed in STAADPRO is not recognized in STAAD Offshore

    Hai Sye Thanks for your kind support. my earlier problem is solved now i came up with new problem. could u please help us. we assigned few members in our model STANDARD Circular hollow sections (CHS) european Its shows section Invalid. for ex. we assigned…

  • SmartPlant 3D- STAAD.Pro interface through CIS/2 translator

    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…

  • CLAUSE IN STAAD PRO

    I have a number of beam in my model and when i run a unity check some fail by different "clauses" Below are all the list clauses that i am coming up with. clause h1/2 clause h3 clause g clause e2 Does anyone know where i can find a definition…

  • Re: How to use STAAD more efficiently

    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…

  • Single Line Format <-> List format

    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?

  • Query regarding openstaad and VBA

    I have made a vb program (listed below), it runs well inside object browser, but when i run it from usertools (i.e assigning it to the usertools) it shows error. error: 10092 Activex automation, cannot create object. code: Sub Main() Dim oStd…

  • Insider Skills: STAAD this Friday July 19th

    Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills. This weeks Topics: Wind Load Generation Floor Loading Options Seismic Load Generation Custom Section User…

  • ISM Material Mapping

    Hello! I am new to ISM, and am experimenting with it as a central repository for Prostructures design and STAAD Engineering data. It seems to work at first attempt, but I am having an issue with materials. It seems that the mapping of materials from…

  • for analysis of transmission towers which Supports should be used?

    Dear all, While analyzing Transmission Towers in Staad.pro, What Support system to be provided to the tower? I had done analysis by using pinned supports, but with pinned supports the longitudinal and Transverse shear forces are coming very high…

  • Moving Load - STAAD PRO

    I need help in STAAD PRO. I am trying to get a moving load to go from one node to another. For example, if I have nodes N1, N2 and N3, and member M1 runs from N1 to N2, while member M2 runs from N2 to N3. How do I get a moving load to move from member…
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