A built-up section consisting of W 350 x 90 with two 12-mm plates welded to form a box section as shown in the figure. The section is used as a column 10 meters long. Properties of W350x90: b_f = 250 mm t_f = 16.40 mm d = 250 mm t_w = 9.50 mm I_x = 266 x 10^6 mm^4 I_y = 44.54 x 10^6 mm^4 A = 11,550 mm^2 Determine the following:   a. Moment of Inertia along X and Y axes. * b. Polar Moment of Inertia with respect to X and Y axes. c. Section Modulus, Sx and Sy d. Radius of Gyration, rx and ry

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A built-up section consisting of W 350 x 90 with two 12-mm plates welded to form a box section as shown in the figure. The section is used as a column 10 meters long.

Properties of W350x90:
b_f = 250 mm
t_f = 16.40 mm
d = 250 mm t_w
= 9.50 mm
I_x = 266 x 10^6 mm^4
I_y = 44.54 x 10^6 mm^4
A = 11,550 mm^2

Determine the following:

 

a. Moment of Inertia along X and Y axes. *

b. Polar Moment of Inertia with respect to X and Y axes.

c. Section Modulus, Sx and Sy

d. Radius of Gyration, rx and ry

Figure 1
-250'mm-
12 mm
12 mm
! W 350 x 90
Transcribed Image Text:Figure 1 -250'mm- 12 mm 12 mm ! W 350 x 90
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