for the slab shown below: 1- If the service dead load = 4 kN/m2, find the maximum live load can be carry by the floor system shown below due to use Ø 12 mm@300 mm positive reinforcement? Use slab thickness=150 mm. 2- Based on the result of (1) check the adequacy of the slab thickness to control deflection and shear requirement. fc'=25 MPa, fy=420MPA 7.20 m add012 @300mm addø12 @300mm 012 @300mm 012 @300mm 150 mm -360 m- -360 m- -1.50 m- 0.30 m 0.30 m 0.30 m Section A-A

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Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.