A SHORT compressive force as shown in Figure Q3a. (a) column with an I-section is subjected to an eccentric (i) Determine the bending moments, Msx and Myy, cross-sectional area and moment of inertia, Is and Iyy, of the cross section about the centroidal axes. (i) Determine the maximum and minimum stresses in the section. 25 mm 80 mm 80 mm 25mm 40 mm 210 mm P= 100 kN 25 mm.
A SHORT compressive force as shown in Figure Q3a. (a) column with an I-section is subjected to an eccentric (i) Determine the bending moments, Msx and Myy, cross-sectional area and moment of inertia, Is and Iyy, of the cross section about the centroidal axes. (i) Determine the maximum and minimum stresses in the section. 25 mm 80 mm 80 mm 25mm 40 mm 210 mm P= 100 kN 25 mm.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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