Estimating the Required Temperature Steel for a Jointed Reinforced Concrete Airport Runway Pavement
A 305 mm thick airport rigid pavement is to be constructed as a jointed reinforced pavement with transverse joints spaced at 9 m intervals and a paving lane width of 7.5 m. Determine
(a) The required cross-sectional area of the longitudinal steel/m width of slab
(b) The required cross-sectional area of the transverse steel/m length of slab. Assume that the yield strength of steel is 448.5 N/mm2
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