Examsnet
Unconfined exams practice
Home
Exams
Banking Entrance Exams
CUET Exam Papers
Defence Exams
Engineering Exams
Finance Entrance Exams
GATE Exam Practice
Insurance Exams
International Exams
JEE Exams
LAW Entrance Exams
MBA Entrance Exams
MCA Entrance Exams
Medical Entrance Exams
Other Entrance Exams
Police Exams
Public Service Commission (PSC)
RRB Entrance Exams
SSC Exams
State Govt Exams
Subjectwise Practice
Teacher Exams
SET Exams(State Eligibility Test)
UPSC Entrance Exams
Aptitude
Algebra and Higher Mathematics
Arithmetic
Commercial Mathematics
Data Based Mathematics
Geometry and Mensuration
Number System and Numeracy
Problem Solving
Board Exams
Andhra
Bihar
CBSE
Gujarat
Haryana
ICSE
Jammu and Kashmir
Karnataka
Kerala
Madhya Pradesh
Maharashtra
Odisha
Tamil Nadu
Telangana
Uttar Pradesh
English
Competitive English
Certifications
Technical
Cloud Tech Certifications
Security Tech Certifications
Management
IT Infrastructure
More
About
Careers
Contact Us
Our Apps
Privacy
Test Index
GATE Mechanical Engineering (ME) 2018 Shift 1 Solved Paper
Show Para
Hide Para
Share question:
© examsnet.com
Question : 53
Total: 65
A carpenter glues a pair of cylindrical wooden logs by bonding their end faces at an angle of as shown in the figure.
The glue used at the interface fails if Criterion
1
:
the maximum normal stress exceeds
2.5
M
P
a
Criterion 2 : the maximum shear stress exceeds
1.5
M
P
a
Assume that the interface fails before the logs fail. When a uniform tensile stress of 4 MPa is applied, the interface
fails only because of criterion 1
fails only because of criterion 2
fails because of both criteria 1 and 2
does not fail.
Validate
Solution:
General equation learned for
Normal stress on inclined plane
σ
n
=
σ
x
+
σ
y
2
+
σ
x
−
σ
y
2
cos
2
θ
+
τ
x
y
sin
2
θ
And shear stress for inclined plane
τ
n
=
−
σ
x
−
σ
y
2
sin
2
θ
+
τ
x
y
cos
2
θ
when
θ
is measured clockwise from left face.
Hence
θ
must be replaced by
(
−
θ
)
in above equations and
σ
y
=
0
,
τ
x
y
=
0
σ
n
=
σ
x
2
+
σ
x
2
cos
2
(
−
30
)
+
0
σ
n
=
4
2
+
4
2
cos
(
−
60
)
σ
n
=
3
M
P
a
τ
n
=
−
σ
x
2
sin
2
(
−
θ
)
τ
n
=
σ
x
2
sin
(
2
θ
)
τ
n
=
4
2
sin
(
60
)
τ
n
=
1.73
Since both the stress exceeds the given limits, answer is option (C).
© examsnet.com
Go to Question:
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
Prev Question
Next Question