2. The cross-sectional dimensions of a structural steel column, which serves as the central support of a tall loading platform, are as shown in Figure 2. The column is rigidly fixed at its foundation and the top end is free. Young's modulus for steel is 210 GNM2 and the yield stress is 320 MNm-2. 200 lyy 50 50 200 100 Figure 2 The second moment of area Ixx about a horizontal axis through the centroid of the section as depicted in Figure 2 is given as 125 x 106 mm (Note: This value need not be verified). Determine the second moment of area Iyy. (a) (b) Determine the pertinent radius of gyration, k, for the section to be used in buckling load calculations. (c) For a column of height 10 m, calculate the slenderness ratio. (d) Calculate the critical slenderness ratio. Note: Do NOT use any formula. Instead, show and explain briefly how this is obtained using Euler Formula as the starting point

Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter2: Axially Loaded Members
Section: Chapter Questions
Problem 2.3.10P: A two-story building has steel columns AB in the first floor and BC in the second floor, as shown in...
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2.
The cross-sectional dimensions of a structural steel column, which serves as
the central support of a tall loading platform, are as shown in Figure 2. The
column is rigidly fixed at its foundation and the top end is free. Young's
modulus for steel is 210 GNm-2 and the yield stress is 320 MNm-2.
200
Iyy
50
50
200
100
Figure 2
(a)
The second moment of area Ixx about a horizontal axis through the
centroid of the section as depicted in Figure 2 is given as 125 x 106
mm* (Note: This value need not be verified).
Determine the second moment of area Iyy.
(b)
Determine the pertinent radius of gyration, k, for the section to be used
in buckling load calculations.
(c)
For a column of height 10 m, calculate the slenderness ratio.
(d)
Note: Do NOT use any formula. Instead, show and explain briefly how
this is obtained using Euler Formula as the starting point
Calculate the critical slenderness ratio.
(e)
Determine the buckling load for the column using Euler formula.
Is this a valid calculation of failure load? Explain.
(f)
If the platform were to support a load of 120kN, what is the permissible
column height?
(g) It is proposed to reduce the flange width of 200 mm to reduce the
weight of the column for a more cost-effective design, but without
affecting buckling characteristics. Discuss how this may be achieved
through design modifications.
Transcribed Image Text:2. The cross-sectional dimensions of a structural steel column, which serves as the central support of a tall loading platform, are as shown in Figure 2. The column is rigidly fixed at its foundation and the top end is free. Young's modulus for steel is 210 GNm-2 and the yield stress is 320 MNm-2. 200 Iyy 50 50 200 100 Figure 2 (a) The second moment of area Ixx about a horizontal axis through the centroid of the section as depicted in Figure 2 is given as 125 x 106 mm* (Note: This value need not be verified). Determine the second moment of area Iyy. (b) Determine the pertinent radius of gyration, k, for the section to be used in buckling load calculations. (c) For a column of height 10 m, calculate the slenderness ratio. (d) Note: Do NOT use any formula. Instead, show and explain briefly how this is obtained using Euler Formula as the starting point Calculate the critical slenderness ratio. (e) Determine the buckling load for the column using Euler formula. Is this a valid calculation of failure load? Explain. (f) If the platform were to support a load of 120kN, what is the permissible column height? (g) It is proposed to reduce the flange width of 200 mm to reduce the weight of the column for a more cost-effective design, but without affecting buckling characteristics. Discuss how this may be achieved through design modifications.
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