A reinforced rectangular beam with width b and effective depth d has 4.16 mm bars placed on 1 layer at the tension side. The beam has a stirrup with a diameter of 10 mm. Use fc=28 Mpa  and fy=420 MPa GIVEN: b= 390.5 mm d= 610.5mm L= 6.45 m Wd = 13.5 kN/m  WL = 35.5 kN/m Calculate the nominal moment capacity of the beam Calculate that strain of the tension bars. Calculate the strength reduction factor of the beam

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