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International Journal of Civil Engineering and Technology (IJCIET)
Volume 7, Issue 3, May–June 2016, pp. 354–364, Article ID: IJCIET_07_03_036
Available online at
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=7&IType=3
Journal Impact Factor (2016): 9.7820 (Calculated by GISI) www.jifactor.com
ISSN Print: 0976-6308 and ISSN Online: 0976-6316
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ANALYSIS AND COMPARATIVE STUDY OF
COMPOSITE BRIDGE GIRDERS
Patil M.B
PG Student, SKN Sinhgad College of Engineering,
Korti, Pandharpur, Maharastra, India
Y.P.Pawar, S.S.Kadam, D.D.Mohite, S.V. Lale, C.M. Deshmukh
Assistant Professor,
Department of Civil Engineering,
SKN Sinhgad College of Engineering, Korti, Pandharpur, India
C.P. Pise
Associate Professor & HOD,
Department Civil Engineering Department,
SKN Sinhgad College of Engineering,
Korti, Pandharpur, Maharastra, India
ABSTRACT
The composite bridge gives the maximum strength in comparison to other
bridges. The design and analysis of various girders for steel and concrete by
using various software, in that paper for composite bridge calculate the
bending moment for T girder and finding which is more effective. The efforts
will make to carry out to check the analysis of bridge by using SAP 2000
software. To determine the static analysis of T girder by using manual method
as well as software. The results obtained from the software in structural
analysis are compare the results obtained from manual calculations.
Key words : T Girder, IRC AA Loading, SAP2000 Software
Cite this Article: Patil M.B, Y.P.Pawar, S.S.Kadam, D.D.Mohite, S.V. Lale,
C.M. Deshmukh and C.P. Pise, Analysis and Comparative Study of Composite
Bridge Girders. International Journal of Civil Engineering and Technology ,
7(3), 2016, pp.354–364.
http://www.iaeme.com/IJCIET/issues.asp?JType=IJCIET&VType=7&IType=3
1. INTRODUCTION
T-beam, used in construction, is a load-bearing structure of reinforced concrete, Wood
or metal, with a t-shaped cross section. The top of the T-shaped cross section serves
as a flange or compression member in resisting compressive stresses. The web of the