Consider a simply supported reinforced concrete beam with a span of 6 m. the beam has a rectangular cross-section with a width of 400 mm and an overall depth of 600 mm. the beam supports its own weight plus a superimposed uniform dead load (dl) of 5 kn/m and a uniform live load (ll) of 35 kn/m. the beam is located in the interior of reinforced with 10m stirrups. the concrete and steel material properties are given below. a) find the minimum required number of 25m tension rebars required to support the given load. confirm that the design meets the pertinent csa a23.3 requirements b) provide a design summary given: f 30 mpa (normal-density concrete) fy 400 mpa es 200 000 mpa pc0.65 s0.85 w 24 kn/m3