The figure shows a roof truss and the detail of connection at joint I. The allowable stresses are 70 MPa for shear and 120 MPa for bearing. How many 20-mm diameter rivets are required to fasten member IG to the gusset plate? What is the required area for member AI if the allowable axial stress is 180 MPa. 30 kN 70 kN 2 m 12 mm-thick gusset plate 10 mm-thick 2 m angle 15m-15m-15m15m- 8 mm-thick angle IG 80 kN 120 kN 50 kN IH due to shear due to bearing 6. nIG= NIG Therefore, use niG= %3D

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The figure shows a roof truss and the detail of connection at joint I. The allowable stresses are 70
MPa for shear and 120 MPa for bearing. How many 20-mm diameter rivets are required to fasten
member IG to the gusset plate? What is the required area for member AI if the allowable axial
stress is 180 MPa.
D
30 kN
70 kN
2 m
12 mm-thick
gusset plate
10 -mm-chick
angle
2m
15 m
-15 m-15 m† 15 m -
8 mm-thick
angle
IG
80 kN
120 kN
50 kN
IH
6. nIG
due to shear
due to bearing
nIG =
Therefore, use nIG
AAI =
mm?
Transcribed Image Text:The figure shows a roof truss and the detail of connection at joint I. The allowable stresses are 70 MPa for shear and 120 MPa for bearing. How many 20-mm diameter rivets are required to fasten member IG to the gusset plate? What is the required area for member AI if the allowable axial stress is 180 MPa. D 30 kN 70 kN 2 m 12 mm-thick gusset plate 10 -mm-chick angle 2m 15 m -15 m-15 m† 15 m - 8 mm-thick angle IG 80 kN 120 kN 50 kN IH 6. nIG due to shear due to bearing nIG = Therefore, use nIG AAI = mm?
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