Open Access Journal

ISSN : 2394-2320 (Online)

International Journal of Engineering Research in Computer Science and Engineering (IJERCSE)

Monthly Journal for Computer Science and Engineering

Open Access Journal

IInternational Journal of Engineering Research in Mechanical and Civil Engineering (IJERMCE)

Monthly Journal for Mechanical and Civil Engineering

ISSN : 2456-1290 (Online)

A Case Study of Low Span Pre-Engineered Industrial Building

Author : R. D. Shambharkar 1 P. A. Deotale 2 Vivek Naik 3 D. K. Parbat 4

Date of Publication :18th January 2018

Abstract: The design of an industrial building is governed mainly by functional requirements and the need for economy of construction. The main dimensions will be directed by the particular operational activities involved, but the structural designer’s input on optimum spans and the selection of suitable cross-sections profile can have an important bearing on achieving overall economy. An aspect where the structural designer can make a more direct contribution is in lengthwise dimensions i.e. the bay lengths of the building. Here a balance must be struck between larger bays involving fewer, heavier main components such as columns, trusses, purlins, crane beams, etc. and smaller bays with a large number of these items at lower unit mass. An important consideration in this regard is the cost of foundations since a reduction in the number of columns will always result in lower foundation costs. In this a Case Study of Low Span Pre-Engineered Industrial building located at Vijayawada, used for the Cement Godown having building width of 15m, length of 50m and height of 5m. The minimum total weight of PEIB was found to be 22.51 Tonnes and optimized cost of this building was estimated as 12.54 Lakhs at the spacing of 7.14m as against conventional having a total weight of 34.4 Tonnes and cost of 14.448 Lakhs at the bay spacing of 6.25m.Therefore material saved by using PEIB was 11.73 Tonnes (32.85%) & net money saved by using PEIB was 1.91 Lakhs.

Reference :

    1. Bahadure V., Prasad R.V.R.K, (2013) “Comparison Between Design And Analysis Of Various Configuration Of Industrial Sheds”, International Journal of Engineering Research and Applications, Vol. 3, Issue 1, January -February 2013, pp.1565-1568
    2. B.S.5950-5:1998 “Structural use of steel work in building”.
    3. Charkha S.D. and Sanklecha L. S., (2014) “Economizing Steel Building using Pre-engineered Steel Sections”, International Journal of Research in Civil Engineering, Architecture & Design Volume 2, Issue 2, April-June, 2014, pp. 01-10
    4. Duggal S.K., “Design of steel structures” by Tata Mcgraw hill.
    5. Firoz S., Sarath C. B., Kanakambara R. S., (2012) “ Design Concept of Pre Engineered Building”, Research and Applications (IJERA), Vol. 2, Issue 2,Mar-Apr 2012, pp.267-272
    6. I.S.800:1984 “Indian standard code of practice for general construction in steel” (Second revision)
    7. I.S.801:1975 “Code of practice for use of cold formed light gauge steel structural members in general building construction”.
    8.  I.S.811:1987 “Specifications for cold formed light gauge structural steel sections.
    9.  I.S.875:1987 (part2-Imposed loads) “Code of practice for design loads other than Earthquake for buildings and structures”.
    10. I.S.875:1987 (part3-Wind loads) “Code of practice for design loads other than Earthquake for buildings and structures”.

Recent Article