Q1): Reinforced concrete floor with 6* 7 m span C/C as shown below in Fig. (1). The live load 3 KN/m?, the superimposed load (partition loads) is 2 KN/m? and the floor finish load is 2.5 KN/m?. f'c=21 MPa, fy =380 MPa. The column dimension 300* 300 mm and the supporting beams are 300mm width by 800 mm depth. (Using Method 3 for A & B), A- Design of slab (S1) and showing the reinforcement details. (20 Mark) B- Find the Design Load of B1, B2 and B3 (10 Mark) Note: For slab Use bar diameter =12 mm.

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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.