Extracted text: A rectangular beam has a width Of 300mm and effective depth to the centroid of the tension reinforcement of 450mm. The tension reinforcement consists of 6032 in two rows. Compression reinforcement consisting of two Ø30 is placed 64mm from the compression face of the beam. If fy 345 N/mm2 and fc' = 35 N/m?, What is the ultimate moment capacity of the beam to be used in design. %3D %3D b=300 Id= 64 d=450 2-30 6-32