Analysis of Different Span Cantilever Bridge As Per IRC Loading Using Staad Beava : A Review
DOI:
https://doi.org/10.32628/IJSRCEKeywords:
Cantilever Bridge, STAAD.Beava, Bending Moment, Deflection, Shear ForceAbstract
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.
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