Tensile stress in perforated steel plate

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Homework Help Overview

The problem involves calculating tensile and shear stress in a riveted joint of steel plates, specifically focusing on a perforated steel plate subjected to a tensile load. The dimensions of the plates and rivet are provided, along with the applied load.

Discussion Character

  • Exploratory, Assumption checking, Problem interpretation

Approaches and Questions Raised

  • Participants discuss the calculation of shear stress in the rivet and tensile stress in the perforated plate, questioning the appropriate area to use for the stress calculations. There is exploration of how to account for the rivet hole in the plate's cross-sectional area.

Discussion Status

The discussion is ongoing, with participants providing insights into the correct interpretation of cross-sectional areas and the implications of the rivet's presence. Some participants suggest reconsidering the area calculations based on the orientation of the materials involved.

Contextual Notes

Participants note the importance of determining the minimum cross-sectional area of the plate and clarify that the areas of the rivet and plate are not oriented in the same plane. There is also mention of potential confusion regarding whether to consider one or both plates in the calculations.

DevonZA
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Homework Statement



Two lengths of steel plate 100mm wide and 15mm thick are riveted together by a single 18mm diameter rivet. If the joint carries a tensile load of 8kN calculate:
a) The shear stress in the rivet
b) The tensile stress in the perforated plate

Homework Equations



stress = force / cross sectional area

The Attempt at a Solution



a) stress = force / cross sectional area
= 8x10^3 / pi/4(0.018)^2
= 31.43MPa

This is the answer given in the textbook so I am satisfied it is correct.

b) This is where I am stuck.
The given answer is 6.51MPa.

I thought maybe if I use 100mmX15mm (1500mm) as the area for the plate and subtract the area of the 18mm diameter rivet (pi/4(0.018)^2) I could divide the 8kN force (although this is the tensile load of the joint) by this area and get the stress for the plate.

However if I do the above:

8x10^3 / [(1.5x10^-3)-pi/4(0.018)^2]
= 6.42MPa

Where am I going wrong?
 
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DevonZA said:
I thought maybe if I use 100mmX15mm (1500mm) as the area for the plate and subtract the area of the 18mm diameter rivet (pi/4(0.018)^2)...
Those areas are not oriented in the same plane. One is perpendicular to the plate surface, the other parallel to the plate surface.

What's the minimum cross sectional area of the plate? Note that would be the area of the section (so a slice through contiguous material).
 
gneill said:
Those areas are not oriented in the same plane. One is perpendicular to the plate surface, the other parallel to the plate surface.

What's the minimum cross sectional area of the plate? Note that would be the area of the section (so a slice through contiguous material).

100mmX15mm?
 
DevonZA said:
100mmX15mm?
Nope. Suppose you make your cross section through where the rivet is. How much plate material is sliced?
 
gneill said:
Nope. Suppose you make your cross section through where the rivet is. How much plate material is sliced?

Um if each plate is 100mm wide and 15mm thick then I would say 100mmX15mm - 2X15mmX18mm for the hole
2(100x15)-(2)(15)(18) = 2460mm^2

Not sure if I am visualizing this correctly..
 
Not sure why you're multiplying by two. You want to deal with only one plate.
 
gneill said:
Not sure why you're multiplying by two. You want to deal with only one plate.

Okay so 100x15mm - 15x18mm = 1230mm^2

Then stress = force / cross sectional area
= 8x10^3 / 1.23x10^-3
= 6.5MPa

:woot: thank you
 
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