QB/ For a rolled steel beam of an unsymmetrical I- section as shown, shown in Figure (QB) below. If the maximum bending stress in the beam section is not exceed 40 MPa. 1. The distance between the centre of gravity of the section and bottom face, y = mm. 2. Moment of inertia, /= .x 106 mm². 3. Section modulus of the beam =......... × 106 mm³. 4. Moment which the beam can resist = ........... kN-m. k 200 mm ********* Figure QB ………. 50 mm 200 mm 50 mm 100 mm 50 mm
QB/ For a rolled steel beam of an unsymmetrical I- section as shown, shown in Figure (QB) below. If the maximum bending stress in the beam section is not exceed 40 MPa. 1. The distance between the centre of gravity of the section and bottom face, y = mm. 2. Moment of inertia, /= .x 106 mm². 3. Section modulus of the beam =......... × 106 mm³. 4. Moment which the beam can resist = ........... kN-m. k 200 mm ********* Figure QB ………. 50 mm 200 mm 50 mm 100 mm 50 mm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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