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This document details the design of a sleeper pedestal in a culvert. The pedestal is 3 meters long, 0.3 meters wide, and 0.963 meters tall. It is subjected to axial, transverse, and longitudinal loads totaling 175.8 kN. Reinforcement is designed using the load factors and code provisions. The reinforcement design includes 12mm diameter bars spaced at 125mm centers for the vertical reinforcement on each face, and 12mm bars at 375mm spacing for the horizontal distribution steel.

Author

munishant1

Language

EN