Simple Stress (Strength of Materials - I, Midterm Exam-40-1 ...
Simple Stress (Strength of Materials - I, Midterm Exam-40-1 ...
Simple Stress (Strength of Materials - I, Midterm Exam-40-1 ...
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Problem :<br />
<strong>Simple</strong> <strong>Stress</strong><br />
(<strong>Strength</strong> <strong>of</strong> <strong>Materials</strong> - I, <strong>Midterm</strong> <strong>Exam</strong>-<strong>40</strong>-1)<br />
1. A steel structure<br />
In the steel structure shown, a 6-mm-diameter pin is used at C and 10-mm-diameter pins are used<br />
at B and D. The ultimate shearing stress is 150 MPa at all connections, and the ultimate normal stress<br />
is <strong>40</strong>0 MPa in link BD. Knowing that a factor <strong>of</strong> safety <strong>of</strong> 3 is desired, determine the largest load P<br />
which may be applied at A. Note that link BD is not reinforced around the pin holes.<br />
Solution :<br />
Theallowableshearstress<br />
Theallowablenormalstress<br />
Equilibrium equation<br />
i) BD link<br />
ii) Pin B<br />
τ al = τ ul 150<br />
= =50MPa (1)<br />
FS 3<br />
σal = σul<br />
FS<br />
= <strong>40</strong>0<br />
3<br />
X MC = 0, −120 × FBD + 280 × P =0<br />
P = 3<br />
7 FBD<br />
= 133.3 MPa (2)<br />
σal =<br />
µ <br />
F<br />
,<br />
A BD<br />
FBD = σal × ABD<br />
FBD = 133.3 × (18 − 10) × 6<br />
FBD = 6398. 4 N (4)<br />
P = 3<br />
× 6398. 4, P = 2742. 2 N (5)<br />
7<br />
Dr. M. Kemal Apalak 1<br />
(3)
iii) Pin C<br />
Equilibrium equation<br />
TheallowableloadP<br />
, FBD = τ al × AB<br />
FBD =<br />
³<br />
π<br />
50× × 102´<br />
4<br />
FBD = 3927.0 N (6)<br />
τ al = FBD<br />
AB<br />
P = 3<br />
× 3927.0, P = 1683.0 N (7)<br />
7<br />
τ al<br />
C<br />
=<br />
=<br />
C<br />
, C = τ al × 2AC<br />
2AC<br />
³<br />
π<br />
50× 2 × 62´<br />
4<br />
C = 2827. 4 N (8)<br />
X Fx = 0, Cx =0<br />
Cy = C = 2827. 4 N (9)<br />
X MB = 0, −120 × Cy + 160 × P =0<br />
P = 3<br />
4 Cy<br />
(10)<br />
P = 3<br />
× 2827. 4, P = 2120. 6 N (11)<br />
4<br />
P = 1683.0 N<br />
Dr. M. Kemal Apalak 2