Problem 2: Check the adequacy of the column shown in Figure 2 by means of (a) load contour method and by; (b) reciprocal method. The column is subjected to biaxial bending with Pn = 1000 kN, ex = 200 mm and ey = 200 mm. (f 'c = 27.6 MPa, fy = 413.7 MPa, Es = 200,000 MPa, and Ao = 615.75 mm²). Effective cover is 75 mm on all sides. Use interaction diagram. Y 400 mm 75mm 400 mm 75mm 75mm 75mm Figure 2

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Problem 2:
Check the adequacy of the column shown in Figure 2 by means of (a) load contour
method and by; (b) reciprocal method. The column is subjected to biaxial bending with
Pn = 1000 kN, ex = 200 mm and ey = 200 mm. (f 'c = 27.6 MPa, fy = 413.7 MPa, Es =
200,000 MPa, and Ao = 615.75 mm2). Effective cover is 75 mm on all sides. Use
interaction diagram.
Y
400 mm
75mm
400 mm
X,
75mm
75mm
75mm
Figure 2
Transcribed Image Text:Problem 2: Check the adequacy of the column shown in Figure 2 by means of (a) load contour method and by; (b) reciprocal method. The column is subjected to biaxial bending with Pn = 1000 kN, ex = 200 mm and ey = 200 mm. (f 'c = 27.6 MPa, fy = 413.7 MPa, Es = 200,000 MPa, and Ao = 615.75 mm2). Effective cover is 75 mm on all sides. Use interaction diagram. Y 400 mm 75mm 400 mm X, 75mm 75mm 75mm Figure 2
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