: A building shown in Fig (2) Its carries a live load of w =3.5 KN/m². Wa= 0.75 KN/m (not including slab selfweight) 5.5m f03 Slabthickness = 200mm All Columns = 300 400 5.5m All beams 300 *650 = 27 MPa , 1, 414MPa a-Find Maximum positive and negative moments of the slab S1. $1 5.5m b- Design the slab S1 for larger moment in a, Use 12 rebar. 0.4 04. 7m Fig (2) 0.4 %3D

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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.