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2. A tension member has a span of 9 m and carries a tensile load of 981 kN. The member is to have two lines of rivets in each flange for the 20 mm rivets with standard diameter of 21 mm hole dimension with at least 3 rivets in a line. Use a 36 W section. Neglect the weight of member Fy = 248 MPa, Fu = 400 MPa. Possible Sections: W 250 x 60 W 250 x 54 W 250 x 67 A = 7613 mm² d = 2985 A = 6839 mm² A = 8516 mm? d = 306 d = 301.50 ry = 49.3 mm ry = 39.4 mm ry = 49.3 mm tf = 13.10 mm tf = 13.72 mm tf = 14.63 mm bf = 203.2 mm bf = 166.75 mm bf = 204.27 mm

2. A tension member has a span of 9 m and carries a tensile load of 981 kN. The member is to have two lines of rivets in each flange for the 20 mm rivets with standard diameter of 21 mm hole dimension with at least 3 rivets in a line. Use a 36 W section. Neglect the weight of member Fy = 248 MPa, Fu = 400 MPa. Possible Sections: W 250 x 60 W 250 x 54 W 250 x 67 A = 7613 mm² d = 2985 A = 6839 mm² A = 8516 mm? d = 306 d = 301.50 ry = 49.3 mm ry = 39.4 mm ry = 49.3 mm tf = 13.10 mm tf = 13.72 mm tf = 14.63 mm bf = 203.2 mm bf = 166.75 mm bf = 204.27 mm

Structural Analysis
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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How to find the section that could carry the load safely, the capacity of the section being chosen, and the actual slenderness ratio of the selected member.

2. A tension member has a span of 9 m and carries a tensile load of 981 kN. The member is to have two lines of rivets in each flange for the 20 mm rivets with standard diameter of 21 mm hole dimension with at least 3 rivets in a line. Use a 36 W section. Neglect the weight of member Fy = 248 MPa, Fu = 400 MPa. Possible Sections: W 250 x 60 W 250 x 54 W 250 x 67 A = 7613 mm? A = 6839 mm? A = 8516 mm² d = 2985 d = 306 d = 301.50 ry = 39.4 mm tf = 13.72 mm ry = 49.3 mm ry = 49.3 mm tf = 13.10 mm tf = 14.63 mm bf = 203.2 mm bf = 166.75 mm bf = 204.27 mm
Transcribed Image Text:2. A tension member has a span of 9 m and carries a tensile load of 981 kN. The member is to have two lines of rivets in each flange for the 20 mm rivets with standard diameter of 21 mm hole dimension with at least 3 rivets in a line. Use a 36 W section. Neglect the weight of member Fy = 248 MPa, Fu = 400 MPa. Possible Sections: W 250 x 60 W 250 x 54 W 250 x 67 A = 7613 mm? A = 6839 mm? A = 8516 mm² d = 2985 d = 306 d = 301.50 ry = 39.4 mm tf = 13.72 mm ry = 49.3 mm ry = 49.3 mm tf = 13.10 mm tf = 14.63 mm bf = 203.2 mm bf = 166.75 mm bf = 204.27 mm
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