10 O No 4 Design a jointed reinforced concrete pavement for a two lane highway where the tie bars will be used between t

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10 O No 4 Design A Jointed Reinforced Concrete Pavement For A Two Lane Highway Where The Tie Bars Will Be Used Between T 1 (31.69 KiB) Viewed 35 times

10 O No 4 Design a jointed reinforced concrete pavement for a two lane highway where the tie bars will be used between the 14 ft lanes, and between the outer lane and 8 f wide R.C.C shoulder. Hint: Design tie bars only for the joint between 14 ft lanes. Input: R = 90 %, APSI = 2, So = 0.40, At = 55°F, ESAL=37 Million, át = 3.8 10/°F, e=0.00045, C=0.65, fs=27000 psi, Ec = 45*10psi Ye=0.0868 Pci, J =3.9. Cd=1, K=500 pci, fa=1.5, p =350 psi, Se=650 Psi. J Joint opening = 8=0.009 inch