For the reinforced concrete floor shown in the Figure below, design the slab to carry service live load 6 and dead load due to: KN Self-weight, 5 cm tiles, 2 cm mortar, 2 cm plaster and 3 partition. AN f = 25 MPa, fy 420 MPa. For concrete use density-24 for tiles, mortar and plaster used density-20 KN 4.9 m- 7m

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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.