Bundle: Steel Design, Loose-leaf Version, 6th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
Bundle: Steel Design, Loose-leaf Version, 6th + Mindtap Engineering, 1 Term (6 Months) Printed Access Card
6th Edition
ISBN: 9781337761505
Author: William T. Segui
Publisher: Cengage Learning
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Chapter 3, Problem 3.8.3P
To determine

The factored joint loads for the truss.

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Determine the unity check ratio for the member GF of the truss shown below (Per API RP-2A code provisions). Joints of the truss are frictionless joints and the forces in the truss members are axial forces only. 20 kip Member GF (Hollow circular cross section): Outer diameter = 10" 30 kip 30 kip 30° Wall thickness = 0.25" Ey = 50 ksi 300 E 60° 60° 30° K=1.0 A, 30 60° 60° 30° 30 D. 4ft 4ft 4ft Ay [Hint: Axial Force in member GF = 50 kips (axial compression)]
B4
If a roof truss, a diagonal consists of an ISA 60 mm x 60 mm x 8 mm (ISA 6060 @ 0.07 kN/m) and it is connected to gusset plate by one leg only by 18 mm diameter rivets in one chain line along the length of the member. Diameter tensile strength of the member, if yield stress for steel is 250 MPa.
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