In this study, a comparative study supported two differing types of bridges i.e. Deck type and Pre stressed deck type using finite element analysis in SAP 2000 is ready , considering same loading class 70 R as per I.R.C. loading. During this study well also prepare a price analysis of both the structures using S.O.R. C.P.W.D. 2014. This sort of bridges is more preferred when it involves connectivity to short distances. So, its necessary to update the analysis and style methods. Here, during this paper, theres an effort to review the comparison of maximum bending moment thanks to super load during a girder and slab bridge an equivalent bridge is analyzed as a three dimensional model in finite element software as SAP2000, apply an equivalent loading finished conventional methods and compared the results. The utmost bending moment results obtained from finite element model. Nitin Singh Raghuwanshi | Abhay Kumar Jha | Barun Kumar "Design and Analysis of a Girder Bridge for Highway Structures Using Sap 2000" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-6 , October 2021, URL: https://www.ijtsrd.com/papers/ijtsrd47575.pdf Paper URL : https://www.ijtsrd.com/engineering/civil-engineering/47575/design-and-analysis-of-a-girder-bridge-for-highway-structures-using-sap-2000/nitin-singh-raghuwanshi
International Journal of Trend in Scientific Research and Development (IJTSRD)
Volume 5 Issue 6, September-October 2021 Available Online: www.ijtsrd.com e-ISSN: 2456 – 6470
@ IJTSRD | Unique Paper ID – IJTSRD47575 | Volume – 5 | Issue – 6 | Sep-Oct 2021
Page 1158
Design and Analysis of a Girder Bridge for
Highway Structures Using Sap 2000
Nitin Singh Raghuwanshi
1
, Abhay Kumar Jha
2
, Barun Kumar
3
1Research Scholar, 2Associate Professor, 3Assistant Professor,
1, 2, 3Department of Civil Engineering, LNCT, Bhopal, Madhya Pradesh, India
ABSTRACT
In this study, a comparative study supported two differing types of
bridges i.e. Deck type and Pre-stressed deck type using finite element
analysis in SAP 2000 is ready , considering same loading class 70-R
as per I.R.C. loading. During this study we'll also prepare a price
analysis of both the structures using S.O.R. C.P.W.D. 2014. This sort
of bridges is more preferred when it involves connectivity to short
distances. So, it's necessary to update the analysis and style methods.
Here, during this paper, there's an effort to review the comparison of
maximum bending moment thanks to super load during a girder and
slab bridge an equivalent bridge is analyzed as a three-dimensional
model in finite element software as SAP2000, apply an equivalent
loading finished conventional methods and compared the results. The
utmost bending moment results obtained from finite element model.
KEYWORDS: IRC Live loadings, longitudinal girder, SAP2000,
bending moment, connectivity, stressed
How to cite this paper: Nitin Singh
Raghuwanshi | Abhay Kumar Jha |
Barun Kumar "Design and Analysis of a
Girder Bridge for Highway Structures
Using Sap 2000" Published
in
International
Journal of Trend in
Scientific Research
and Development
(ijtsrd),
ISSN:
2456-6470,
Volume-5 | Issue-6,
October
2021,
pp.1158-1161,
URL:
www.ijtsrd.com/papers/ijtsrd47575.pdf
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