ISSN No:2250-3676
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Scholarly Peer Reviewed and Fully Referred Open Access Multidisciplinary Monthly Research Journal


    STRUCTURAL PERFORMANCE OF ROOF VARIANTS IN PRE ENGINEERED BUILDINGS SUBJECTED TO WIND LOADS

    KUNCHAM SAI HARIKA1, N. RAMA RAO2

    Author

    ID: 1527

    DOI:

    Abstract :

    Pre-Engineered Building (PEB) Idea Is Another Origination Of Industrial Structure Development. Lately, The Presentation Of Pre Engineered Building (PEB) Idea In The Plan Of Structures Has Helped In Upgrading Plan. The Adoptability Of PEB In The Spot Of Conventional Steel Building (CSB) Plan Idea Brought About Numerous Preferences, Including Economy And Simpler Creation. In Auxiliary Engineering, Aside From Basic And Tasteful Plan Necessities, The Significant Obstacle Was The Pace Of Development And The Security Standards. The Significant Target Of The Current Work Is To Ponder The Lead Of The Structures On Incline Ground And Level Ground. The Structures Laying On Slant Locales Must Be Planned Remarkably As Opposed To Level Ground. Incline Structures Are Not Equivalent To Those In Fields. They Are Especially Eccentric And Unsymmetrical In Even And Vertical Planes, And Torsionally Coupled And Thusly Powerless To Separate Damage When Affected By Seismic Loads. In The Present Study A 43.5m G+10 Storage Pre Engineering Building Is Designed By Using Staad Pro V8i Software As Per IS Code. The Values Of Deflection, Shear, Bending, Story Drift And Steel Take Off Is Compared Between Various Roof Types In Different Wind Terrain Categories.

    Published:

    16-8-2025

    Issue:

    Vol. 25 No. 8 (2025)


    Page Nos:

    183 - 192


    Section:

    Articles

    License:

    This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

    How to Cite

    KUNCHAM SAI HARIKA1, N. RAMA RAO2, STRUCTURAL PERFORMANCE OF ROOF VARIANTS IN PRE ENGINEERED BUILDINGS SUBJECTED TO WIND LOADS , 2025, International Journal of Engineering Sciences and Advanced Technology, 25(8), Page 183 - 192, ISSN No: 2250-3676.

    DOI: