2. Both flanges of a universal column section member have 22 mm diameter holes arranged as shown in Figure (1). If the gross area of the section is 201x10 mm and the flange thickness is 25 mm. (a) Determine the net area Anet of the member which is effective in tension. (b) Determine the tension resistance of the tension member using steel S355. Fy = 355 MPa and Fu = 490 MPa 60, 60, 60 1 160, 60,60 60 60 120 120 60 60 60

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2. Both flanges of a universal column section member have 22 mm diameter holes arranged as
shown in Figure (1). If the gross area of the section is 201x10 mm and the flange thickness is
25 mm. (a) Determine the net area Anet of the member which is effective in tension.
(b) Determine the tension resistance of the tension member using steel S355. Fy = 355 MPa
and Fu = 490 MPa
60, 60,60
1 160, 60,60
60
60
中中中
120
2
60
60 60
60' 60
Gross area of member 201×10² mm²
Flange is 311.2 mm x 25 mm
Holes are 22 mm diameter
20
Transcribed Image Text:2. Both flanges of a universal column section member have 22 mm diameter holes arranged as shown in Figure (1). If the gross area of the section is 201x10 mm and the flange thickness is 25 mm. (a) Determine the net area Anet of the member which is effective in tension. (b) Determine the tension resistance of the tension member using steel S355. Fy = 355 MPa and Fu = 490 MPa 60, 60,60 1 160, 60,60 60 60 中中中 120 2 60 60 60 60' 60 Gross area of member 201×10² mm² Flange is 311.2 mm x 25 mm Holes are 22 mm diameter 20
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