A cement concrete pavement has a thickness of 20 cm and has 2 lanes of 7,2 m with a longitudinal joint along the centre. Assuming allowable working stress of steel in tension = 1400 kg/cm². Unit weight of concrete = 2400 kg/m³. Co-efficient of friction of = 1.5. Allowable bond stress in deformed bars 24.6 kg/cm², Find the length and spacing of tie bar if diameter of bar is 1 cm. =

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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A cement concrete pavement has a
thickness of 20 cm and has 2 lanes of
7,2 m with a longitudinal joint along
the centre. Assuming allowable working
stress of steel in tension = 1400
kg/cm², Unit weight of concrete =
2400 kg/m³, Co-efficient of friction
of = 1,5. Allowable bond stress in
deformed bars
24.6 kg/cm², Find
the length and spacing of tie bar if
diameter of bar is 1 cm.
=
Transcribed Image Text:A cement concrete pavement has a thickness of 20 cm and has 2 lanes of 7,2 m with a longitudinal joint along the centre. Assuming allowable working stress of steel in tension = 1400 kg/cm², Unit weight of concrete = 2400 kg/m³, Co-efficient of friction of = 1,5. Allowable bond stress in deformed bars 24.6 kg/cm², Find the length and spacing of tie bar if diameter of bar is 1 cm. =
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