Refer to the steel compound section in FIGURE 1 and calculate: 1.1 1.2 1.3 the position...

 

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Refer to the steel compound section in FIGURE 1 and calculate: 1.1 1.2 1.3 the position of the centroid the second moment of area about the XX-axis (i.e. Ix) the second moment of area about the YY-axis (i.e. Iyy) the section modulus about the XX-axis (i.e. Zx) The least radius of gyration (i.e. rmin) 1.4 1.5 PLATE 25 X 210 2 No. PFC300 x 100 H 305x305x 118 Refer to the steel compound section in FIGURE 1 and calculate: 1.1 1.2 1.3 the position of the centroid the second moment of area about the XX-axis (i.e. Ix) the second moment of area about the YY-axis (i.e. Iyy) the section modulus about the XX-axis (i.e. Zx) The least radius of gyration (i.e. rmin) 1.4 1.5 PLATE 25 X 210 2 No. PFC300 x 100 H 305x305x 118

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Properties of PFC 300100 Depth of section D 300 mm Width of section B 100 mm Thickness of flange tf 165 mm Thickness of web tw 9 mm Properties of H 305305118 Depth of section D 3145 mm Width of sectio... View the full answer