toonges as aasm 12 mm thick plate is conected to two 8 mm thick plates, on either side through a 16 mm diameter power driven field rivet as shown in the figure below. Assuming permissible shear stress as 90 MPa and permissible bearing stress as 270 MPa in the rivet, the rivet 19W01 to dadig edt to value of the joint is ons aaomoins my noiemet ni injoj djiw YIVO P/24 12mm + ↑ P/2 8mm 8mm F

toonges as aasm 12 mm thick plate is conected to two 8 mm thick plates, on either side through a 16 mm diameter power driven field rivet as shown in the figure below. Assuming permissible shear stress as 90 MPa and permissible bearing stress as 270 MPa in the rivet, the rivet 19W01 to dadig edt to value of the joint is ons aaomoins my noiemet ni injoj djiw YIVO P/24 12mm + ↑ P/2 8mm 8mm F

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

idity modulus
doengro
17. A 12 mm thick plate is conected to two
8 mm thick plates, on either side through a
16 mm diameter power driven field rivet as
shown in the figure below. Assuming permissible
shear stress as 90 MPa and permissible
bearing stress as 270 MPa in the rivet, the rivet
value of the joint is
as aeqml
19WOL
to da
odt
ons aasmos m
noienet ni mioj
по
djiw YIVO
P/24
F
12mm
↑
P/2
00
8mm
8mm

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