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Volume 12 Issue 07
July 2026
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Author(s)
Mr. Bande.Vidhyasagar N Prof. Bhusare Vijaykumar
Abstract
The Non Prismatic And Non Linear Members Like Deep Beams, Dapped Ended Beam And Corbels Etc.are Not Satisfied With Normal Beam Theory. These Structures Generally Fail By Shear In Spite Of Flexure And Could Not Be Possible To Analyses And Designed By Norma
Keywords
Corbel
Strut And Tie Method
FRP
Monotonic Loading
Load-deflection Curve
Etc.
Paper ID
IJSARTV3I48800
Publication Date
April 4, 2017
Research Area
Structural Engineering