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This document provides design data and calculations for a nozzle floor slab. It includes dimensions of the nozzle floor, material properties, and loads. Moment and shear calculations are shown to design the slab as a flat slab supported on columns. Reinforcement is designed for flexure using limit state methods. The slab thickness is set at 150mm with Y12 bars at 125mm c/c in the top face to resist the maximum moment of 9.24 kN-m/m. Shear calculations confirm the design is safe. Stub columns of size 0.3x0.2

Author

karthi

Language

EN