1. A tension member has a span of 7.6 m and carries a tensile load of 512 kN. The member is to have two lines of rivets in each flange for the 20 mm rivets with standard diameter of 22 mm for hole dimension with at least 3 rivets in a line. Using an A 36 W section and neglecting the weight of member, design a W section. Fy 248 MPa and Fu = 400 MPa. Possible Sections: W 8x 17 A = 3232 mm² d = 200 mm r= 85.34 mm ry = 30.99 mm tr = 7.82 mm b = 133.4 mm W 5 x 18.5 A = 3503 mm2 d 130 r = 54.86 mm ry = 32.51 mm tr = 10.67 mm b = 127.6 mm W 250 x 67 A= 3794 mm² d 157 r = 67.56 mm ry 38.35 mm t = 9.32 mm br = 152.9 mm

1. A tension member has a span of 7.6 m and carries a tensile load of 512 kN. The member is to have two lines of rivets in each flange for the 20 mm rivets with standard diameter of 22 mm for hole dimension with at least 3 rivets in a line. Using an A 36 W section and neglecting the weight of member, design a W section. Fy 248 MPa and Fu = 400 MPa. Possible Sections: W 8x 17 A = 3232 mm² d = 200 mm r= 85.34 mm ry = 30.99 mm tr = 7.82 mm b = 133.4 mm W 5 x 18.5 A = 3503 mm2 d 130 r = 54.86 mm ry = 32.51 mm tr = 10.67 mm b = 127.6 mm W 250 x 67 A= 3794 mm² d 157 r = 67.56 mm ry 38.35 mm t = 9.32 mm br = 152.9 mm

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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