Problem brief. #1 A rectangular steel beam with an overall length of L m is simply supported at each end. At mid section the beam carries a point load of T tonnes. The mass of the beam constitutes a udl with a value of w Kg/m. The beam is classed as simply supported I If:- a. b. Young's modulus of elasticity E for the material is 200 GPa C. The Tensile strength (UTS) beam = TS N/mm For P2. Provide a full set of calculations using the data given below to find:- a. the maximum stress due to bending b. the factor of safety in operation C. the minimum radius of curvature section are increased by 15%. This can be a per metre value of the udl w. All other (non-associated) factors to remain the same. Data for P2 & M2 Point Student data Length load udl Width Depth L T W E TS b d 3 tonne kg m-1 GPa N/mm2 mm mm 1 6.5 10 7 200 500 100 400 2 12 12 9 200 600 68 272 3 4 72 80 200 780 130 520 4 5 98 174 200 550 120 480 5 10 12 14 200 820 95 380 6 U 13 8 9 200 700 58 232 7 7 14 21 200 800 60 240 10 200 500 82 328