A column of grade 300W steel H-section with dimensions shown in Figure 1 below. The column is 6 m long and is connected
Posted: Sat May 21, 2022 2:48 pm
question
A column of grade 300W steel H-section with dimensions shown in Figure 1 below. The column is 6 m long and is connected so that it is fixed about its major principal axis X - X, but pinned about its minor axis Y - Y. The yield stress for grade 300W steel is 300 MPa and Young's modulus is 200 GPa. (18) 3.1. The axially compressive force which would produce yield stress in the section. (12) 3.2. The Euler buckling load for the column. (4) 3.3. The failure load for the column according to the Rankine theory (2) у 8 mm X 200 mm 120 mm 680 mm 20 mm Figure 3: Column (18 Mark]
may I please get help with this A column of grade 300W steel H-section with dimensions shown in Figure 1 below. The column is 6 m long and is connected so that it is fixed about its major principal axis X - X, but pinned about its minor axis Y - Y. The yield stress for grade 300W steel is 300 MPa and Young's modulus is 200 GPa. (18) 3.1. The axially compressive force which would produce yield stress in the section. (12) 3.2. The Euler buckling load for the column. (4) 3.3. The failure load for the column according to the Rankine theory (2) у 8 mm X 200 mm 120 mm 680 mm 20 mm Figure 3: Column (18 Mark]