International Research Journal of Engineering and Technology (IRJET)
e-ISSN: 2395-0056
Volume: 10 Issue: 06 | June 2023
p-ISSN: 2395-0072
www.irjet.net
COMPARISON BETWEEN VARIOUS STEEL SECTION BY USING IS CODE AND EURO CODE R.G. MASKE, A.V. BHANDEKAR, S.S. PHALPHALE, S.Y. SHINGADE, R.M. KAMBLE, R.A. SHIVASHARAN 1 Assistant Professor, Dept. of Civil Engineering, N.K. Orchid college of engineering and technology, Solapur,
Maharashtra, India
2,3,4,5,6 Student, Dept. of Civil Engineering, N.K. Orchid college of engineering and technology, Solapur, Maharashtra,
India ---------------------------------------------------------------------***---------------------------------------------------------------------
Abstract - Now days in civil field industrial
USES:-
development are massively growing so for that steel
Roofs of Industrial Buildings Long Span Floors and Roofs
structure are one of the most preferable option at it has
of Multistory buildings, to resist gravity loads, Long span
several benefits such as recyclability, prefabrication,
bridges etc.
greater strength to weight ratio, economic, time saving,
2. LOAD CALCULATION
and high flexural strength. For industrial shed, a roof truss Design of Howe Houss
of 16m x 28m having a bay spacing of 4 m with a column
Geometry of truss :-
height of 11m is well analyzed and designed. By taking
1. Span of truss = 16 m
Two code reference Indian standard code 875-1987 part (I, II and III) and European standard code EN3 1993-1-1-
Pitch = (1 / 5 )
2005 calculation for dead load, live load and wind load are
Pitch = (Rise)/(Span)
carried out manually. After the determination of load at
(1 / 5) = (Rise / 16)
panel and nodal point then values of load entered in
Rise = 3.0m
software STAAD pro for analysis and design. Also along
2. tan α = 3.2/(span / 2)
with estimation was carried out for used section. By
Α = tan-1 x ( 3.2 /8 )
considering Tabular section and angular section with
Α = 21.80
respect to IS code and European code. After that cost
3. Sloping length.
comparison are performed for these sections. The aim of
L = SQRT(82 + 3.22 )
the project is to provide which section is economical.
L = 8.61 m Divide Sloping length.
Key Words: STAAD Pro, Roof truss, IS code, EN code, Economical.
Panel length
= 8.61 / 6 = 1.44 m
1.INTRODUCTION Trusses are Triangular Frame Works, consisting of Axially Loaded Members. They are more efficient in resisting external loads. They are extensively used for long spans.
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