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

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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