Extracted text: A beam with S = 1,050 x 103 mm³, carries uniformly distributed load W1 and a concentrated load P1. Determine loads W and P if the flexural stress is limited to “X" MPa. SET W1, P1, kN L1, m L2=L3, m o (“X"), LN/m. MPa В 3W W 3 1 145 L1 3. L3 5. L2