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Design-of-Highway-Pavements

The load capacity of dowel system is assumed to be __ of design __ load.


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Design the size of a dowel bar at the expansion joint for the following data:
Thickness of slab = 25 cm
Width of joint = 2.5 cm
Allowable flexural stress in bars = 1400 kg/cm2
Allowable shear stress in bars = 1000 kg/cm2
Allowable bearing stress in concrete = 100 kg/cm2

The load capacity of dowel system is assumed to be __ of design __ load.

The thickness of a PCC pavement is 24 cm and the width of the lane is 3.5 m. Find the length of a tie bar system along the longitudinal joints if the allowable working stress in concrete is 1250 kg/cm2, unit weight of concrete is 2400 kg/m3, coefficient of friction is 1.5, allowable bond stress in deformed bars is 24.6 kg/cm2 and allowable tensile stress in deformed bars is 2000 kg/cm2.

The load capacity of the dowel system is assumed to be __ of the design __ load.

Design of Highway Pavements

Pavement-Design