The figure shows a roof truss and the detail of the connection at joint D. Member DE is angle section with the thickness shown in the figure. The working stresses are 155 MPa for tensile member and 145 MPa for compressive member, 50 MPa for shear in the rivets and 130 MPa for bearing stress due to the rivets. How many 20 mm diameter rivets are required to fasten member DE to the gusset plate?

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.2.1P
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12 kips
12 kips
411
10 kips
10 kips
611
4 ft
A
IF
E
411
4ft
22 ft
81t
D
CD
Gusset plate
12 mm thick
DE
Angle bar
DF
Thickness = 5 mm
Transcribed Image Text:12 kips 12 kips 411 10 kips 10 kips 611 4 ft A IF E 411 4ft 22 ft 81t D CD Gusset plate 12 mm thick DE Angle bar DF Thickness = 5 mm
The figure shows a roof truss and the detail of the connection at joint D. Member DE is angle
section with the thickness shown in the figure. The working stresses are 155 MPa for tensile
member and 145 MPa for compressive member, 50 MPa for shear in the rivets and 130 MPa for
bearing stress due to the rivets. How many 20 mm diameter rivets are required to fasten
member DE to the gusset plate?
Transcribed Image Text:The figure shows a roof truss and the detail of the connection at joint D. Member DE is angle section with the thickness shown in the figure. The working stresses are 155 MPa for tensile member and 145 MPa for compressive member, 50 MPa for shear in the rivets and 130 MPa for bearing stress due to the rivets. How many 20 mm diameter rivets are required to fasten member DE to the gusset plate?
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