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Design-of-Highway-Pavements

Find spacing for contraction joint to be included in an RCC slab in rigid pavement having following details.
Permissible tensile stress in reinforcement, SS = 1200 kg/cm2
Slab width, b = 4 m
Thickness of slab, h = 25 cm
Area of reinforcement, A = 9.35 m2
Coefficient of friction, f = 0.15
Unit weight of concrete, W = 2400 kg/m3


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This Chapter Design-of-Highway-Pavements consists of the following topics

The maximum spacing of contraction joint in a 30 cm thick PCC slab is taken as 5 m.

Find spacing for contraction joint to be included in an RCC slab in rigid pavement having following details.
Permissible tensile stress in reinforcement, SS = 1200 kg/cm2
Slab width, b = 4 m
Thickness of slab, h = 25 cm
Area of reinforcement, A = 9.35 m2
Coefficient of friction, f = 0.15
Unit weight of concrete, W = 2400 kg/m3

The joint filler in the expansion joint is assumed to be compressed by how much percentage?

Find the spacing for contraction joint to be included in an RCC slab in the rigid pavement having the following details. Permissible tensile stress in the reinforcement

SS = 1200 kg/cm2 Slab width

b = 4 m Thickness of slab

h = 25 cm Area of reinforcement

A = 9.35 m2 Coefficient of friction

f = 0.15 Unit weight of concrete

W = 2400 kg/m3

Design of Highway Pavements

Pavement-Design