A monolithic slab that cantilevers on the cross-sections left and right is supported on both sides by a 400 mm by 600 mm

[answerhappygod]

A monolithic slab that cantilevers on the cross-sections leftand right is supported on both sides by a 400 mm by 600 mm beamwith a 6.0 m span that serves as the waiting shed. When compared tothe centroid of the beam's cross section, the monolithic slab onthe right cantilevers outward by a distance of 2.1 m, while themonolithic slab on the left cantilevers outward by a distance of 2m. A uniform live load of 1.0 kPa is carried by the upper slabsurface, while a live load of 20 kN/m is spread evenly over thebeam. in which f'c = 30 MPa, fy = 420 MPa, and fyt = 276 MPa areused. If the slab is 100 mm thick and the columns supporting thebeam are 450 mm by 450 mm, then completely design a single layersingly reinforced beam (Note: Use ⌀20 mm main reinforcement and10mm stirrups). Decide the following after the design:
a) Moment Capacity of the designed beam
b) The ultimate shear allowed by NSCP 2015 Code to be used fordesign
c) The ratio of the shear leg area to the spacing
d) The ultimate torsion allowed by the NSCP 2015 code to be usedfor design