Two A36 16mm thick steel plates are connected by four rivets shown. 50 0 Pu 50

Steel Design (Activate Learning with these NEW titles from Engineering!)
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Author:Segui, William T.
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Chapter1: Introduction
Section: Chapter Questions
Problem 1.5.3P: A tensile test was performed on a metal specimen having a circular cross section with a diameter 0....
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WHERE:

RIVET DIAMETER = 12mm

X = 100mm

Y = 100mm

1. Two A36 16mm thick steel plates are connected by four rivets shown.
50
Pu
y
50
50
令
50
a. Calculate design strength in KN considering tension
failure on gross section yielding.
b. Calculate design strength in KN considering tension
failure on net section fracture.
c. Calculate design strength in KN considering block shear rupture.
f. Calculate the ultimate safe load "Pu" in KN.
Transcribed Image Text:1. Two A36 16mm thick steel plates are connected by four rivets shown. 50 Pu y 50 50 令 50 a. Calculate design strength in KN considering tension failure on gross section yielding. b. Calculate design strength in KN considering tension failure on net section fracture. c. Calculate design strength in KN considering block shear rupture. f. Calculate the ultimate safe load "Pu" in KN.
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