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What is Punching Shear Strength in Flat Slabs about?

The thesis investigates the effect of support rectangularity on the punching shear strength of concrete flat slabs, focusing on the roles of the Relative Column Size (κ) and β factors. It evaluates the performance of various shear design codes, highlighting instances of unconservative predictions and establishing a link between these factors and shear capacity. The findings indicate that higher β and κ values enhance punching shear strength, with different codes exhibiting varying levels of conservativeness

Author

marahshdaifat003

Language

EN