Q3. For the beam shown in Fig. 3.compute: 1. The maximum shearing stress developed in the beam. 2. The shearing stress developed at the junction. 3. The shearing stress developed at a horizontal layer 50 mm from the bottom at the section 4 m from the left end of the beam. 120 40 12 KN 80 8 KN/m * NA Im + 2 m 180 in t R1 R2 40 (Fig.3) -50 X10 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.