The floor system has L1 = 5.5 and L, = 7. Let L=4.5 kN/m? and D= 5 kN/m? (including the self-weight of the slab). f= 28 MPa , fy= 414 MPa. er 00 Edge beam interior columns 500 x 500 mm 2 3 L1 0E L1 exterior columns 400 x 400 mm edge of building L2 L2 The minimum permissible thickness (h) required for slab in panel #3 (using Table 16.1) is in mm 196.97 For panel #3 (dave=170 mm), the two-way shear (Vu2) is in kN 502.27 The static moment in the long direction (Mo) for panel #2 is in (kN.m) 383.42 Let ßt =1, the exterior negative design moment to be resisted by column strip in panel #2 is in (kN.m) -77.96 Please put an answer in each input field.

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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.