Extracted text: A W10 x 30 tensile member with no holes, consisting of 50 ksi steel (345 MPa) and with Lb = 3.6 meters is subjected to the axial service loads PD = 130 kN and PL = 220 kN and to the service moments MDx = 27 kN-m and MLx = 54 kN-m. (From the table, A = 5,700 mm^2; Lp = 1475.6 mm; Lr = 4,908.5 mm; Sx = 531 x 10^3 mm^3; Zx = 600 x 10^3 mm^3). Use NSCP 2015. A W10 x 30 tensile member with no holes, consisting of 50 ksi steel (345 MPa) and with Lb = 3.6 meters is subjected to the axial service loads PD = 130 kN and PL = 220 kN and to the service moments MDx = 27 kN-m and MLx = 54 kN-m. (From the table, A = 5,700 mm^2; Lp = 1475.6 mm; Lr = 4,908.5 mm; Sx = 531 x 10^3 mm^3; Zx = 600 x 10^3 mm^3). Use NSCP 2015. Determine the LRFD design bending strength OMn of the member in kN-m. Determine the LRFD interaction value and its adequacy. note. the answer must be S.I units