• precambering & drift with all its option.

    Hello everybody, I want to assign the precambering and its all option in staad to steel beam? inthe same way Drift also.

  • DESIGN OF RAMP FOR EQ FORCES

    HELLO EVERYONE since the ramp in my case are inclined to specified degree , i want to ask that is it possible to design the building for EQ forces ? i am designing as per is 1893-2002 and i have tried by member weight option it mean that i have transferred…

  • 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…

  • Need Help with Staad file!!

    Hello Everyone! In the attached Staad file, I am having trouble getting rid of few warnings. Also, I believe Wind loading is also not applied correctly. I used Staad V8i. Please help me. Regards, Pawan Waghmare
    • Tertiary Screen House.std

  • warning

    hello, 705 715 START FX FZ MX MY 705 715 END FX FZ MX MY . these are the release specification given and one more think is that i my beam is incline.

  • Isolated Footing Design

    Hello, The isolated footing option given in supports dailogue box in support section. I want to know How to assign the parameters related to that particular support.Waiting for the reply.

  • Re: Slab Element in Staad

    yes i know the said thing but in actual practice we have different conditions for plate such as simply supported, fixed etc. then in space frame with the model say 3*3 bay both sides and height of building say 20 meter then in that case if i am using…

  • 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?

  • composite beam

    hello, Does staad automatically takes the self weight command considering the steel & concrete (self weight) itself? waiting for the reply.

  • Shear stresses of the plate per unit length

    Question: How to get a shear force per unit length for plate element in STAAD.Pro? Answer : Shear Stresses of the plate are reported in [Force/ unit length/ thickness] units in STAAD.Pro. In order to get shear force per unit length, one has to multiply…

  • warnings

    hello, load and release specified together for member number 705. what does it mean? i have used floor load and release command.

  • Multilinear springs - how to define them properly

    Hi, I'm working in STAAD.Pro V8i I need to define a support with the following: FX - multilinear spring FY - fixed FZ - multilinear spring MX - fixed MY - fixed MZ - releazed So far I successfuly used "FIXED BUT" with Linear…

  • Dynamic Analysis

    I am doing dynamic analysis for the first time and I hope someone can give me answers to the following questions 1. In Time History Definitions, Where can i find the parameters for Arrival Time and Damping dialog box. I only input it in STAAD editor…

  • Specifying a pinned connection

    As per the title, how do I get Staad to analyse a connection as a pinned joint?
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