Q9:- Design the reinforcement of a cement concrete slab 25 cm thick for ring road part-3 in Al-Najaf province, assuming the following information: the density of concrete is 2300 kg/m, coefficient of friction = 1.5, transverse joint spacing=15m, pavement panel width=4.25 m and allowable working stress in steel- 1400 kg/cm²?

Q9:- Design the reinforcement of a cement concrete slab 25 cm thick for ring road part-3 in Al-Najaf province, assuming the following information: the density of concrete is 2300 kg/m, coefficient of friction = 1.5, transverse joint spacing=15m, pavement panel width=4.25 m and allowable working stress in steel- 1400 kg/cm²?

Traffic and Highway Engineering

5th Edition

ISBN:9781305156241

Author:Garber, Nicholas J.

Publisher:Garber, Nicholas J.

Chapter20: Design Of Rigid Pavements

Section: Chapter Questions

Problem 10P

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