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.
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.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Subject: Steel design- Bolted Steel Connection - Bolted Subjected to Eccentric Loads
*Use NSCP 2015 formula/guide to solve this problem
*Use Handwritten

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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