1. For a standard W610x551 section, compute the area (A), moment of inertia (Ix, y), elastic...

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1. For a standard W610x551 section, compute the area (A), moment of inertia (Ix, y), elastic sectional modulus (S, S,), radius of gyration (r, r), and plastic sectional modulus (Z, Z,). Then compare the values with those given in the Steel Handbook (Page 3) and discuss the difference between the Handbook values and your calculations. The yield strength is equal to Fy = 350 MPa. W -X T D 1. For a standard W610x551 section, compute the area (A), moment of inertia (Ix, y), elastic sectional modulus (S, S,), radius of gyration (r, r), and plastic sectional modulus (Z, Z,). Then compare the values with those given in the Steel Handbook (Page 3) and discuss the difference between the Handbook values and your calculations. The yield strength is equal to Fy = 350 MPa. W -X T D