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.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A SHORT column with an I-section is subjected to an eccentric
compressive force as shown in Figure Q3a.
Q.3 (a)
(i) Determine the bending moments, Max and Myy, cross-sectional area
and moment of inertia, Is and Iyy, of the cross section about the
centroidal axes.
(ii) Determine the maximum and minimum stresses in the section.
y
25mm
80 mm
80 mm
25mm
40 mm
210 mm
P= 100 kN
25 mm
Figure 03a
Transcribed Image Text:A SHORT column with an I-section is subjected to an eccentric compressive force as shown in Figure Q3a. Q.3 (a) (i) Determine the bending moments, Max and Myy, cross-sectional area and moment of inertia, Is and Iyy, of the cross section about the centroidal axes. (ii) Determine the maximum and minimum stresses in the section. y 25mm 80 mm 80 mm 25mm 40 mm 210 mm P= 100 kN 25 mm Figure 03a
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