Design a W section tor member CD of the truss shown in the figure 4.5. Use A 36 steel and assume there are two lines of three 18 mm bolts in each flange. Assume diameter of bolt hole = 20 mm. Neglect weight of section.. 125 kN 125 kN 125 kN 125 kN A 36 Steel: 125 kN 3.6 m Fy= 248 MPa F= 400 MPa B CD EF 6@ 3.6= 21.6 m

Design a W section tor member CD of the truss shown in the figure 4.5. Use A 36 steel and assume there are two lines of three 18 mm bolts in each flange. Assume diameter of bolt hole = 20 mm. Neglect weight of section.. 125 kN 125 kN 125 kN 125 kN A 36 Steel: 125 kN 3.6 m Fy= 248 MPa F= 400 MPa B CD EF 6@ 3.6= 21.6 m

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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