Allowable stresses: Tension of plates = 138 MPa Bearing of rivets = 220 MPa Shearing of rivets = 112 MPa Which of the following giv required diameter of rivets bracket connection.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Subject: Steel design- Bolted Steel Connection - Bolted Subjected to Eccentric Loads

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6.10 Problem:
A single plate 225 mm x 650 mm is fastened to the flange of the column with 6 rivets
arranged as shown in figure 6.10. The maximum load on a corner rivet shall not
exceed 42000 N.
Allowable stresses:
Tension of plates = 138 MPa
Bearing of rivets = 220 MPa
Shearing of rivets = 112 MPa
Which of the following gives the
required diameter of rivets in the
bracket connection.
Which of the following gives the
safe load P that the bracket could
carry.
Which of the following gives the
thickness of plate.b
38 75 75 38
424-
Figure 6.10
25
25
[25
Transcribed Image Text:6.10 Problem: A single plate 225 mm x 650 mm is fastened to the flange of the column with 6 rivets arranged as shown in figure 6.10. The maximum load on a corner rivet shall not exceed 42000 N. Allowable stresses: Tension of plates = 138 MPa Bearing of rivets = 220 MPa Shearing of rivets = 112 MPa Which of the following gives the required diameter of rivets in the bracket connection. Which of the following gives the safe load P that the bracket could carry. Which of the following gives the thickness of plate.b 38 75 75 38 424- Figure 6.10 25 25 [25
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