Manuscript Number : IJSRCE226210
Analysis of Different Span Cantilever Bridge As Per IRC Loading Using Staad Beava : A Review
Authors(2) :-Manish Sahu, Murlidhar Chouraiya
Long-range bridges are built by offset cantilever technique with segmental development. For cement and steel the time-subordinate factors, for example, creep, shrinkage and unwinding and so forth are the components which cause high variety in load for the duration of the life of long-length spans and such circumstance, seismic evaluation gets basic and goal. Prior exploration has underscored the significance of time-subordinate elements like downer, shrinkage and unwinding and so on in the investigation of an adjusted cantilever bridge, the current codes and experts in this field recommends the singular amount arrangements, prompting lacking assessment of remaining quality/administration stress which may prompt basic condition.
Manish Sahu
P.G. Scholar, Department of Civil Engineering, Infinity Management and Engineering College, Sagar Madhya Pradesh, India
Murlidhar Chouraiya
Professor, Department of Civil Engineering, Infinity Management and Engineering College, Sagar Madhya Pradesh, India
Cantilever Bridge, STAAD.Beava, Bending Moment, Deflection, Shear Force.
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Publication Details
Published in : Volume 6 | Issue 2 | March-April 2022
Date of Publication : 2022-03-30
License: This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 122-130
Manuscript Number : IJSRCE226210
Publisher : Technoscience Academy
URL : https://ijsrce.com/IJSRCE226210
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