ENGINEERING YOUR FUTURE
9th Edition
ISBN: 9780190279288
Author: Oakes
Publisher: OXF
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Chapter 16, Problem 16.44EAA
To determine
Evaluate
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Please identify the marked points of the stress-strain curve (Write on graph next to
corresponding letter)
Stress, σ
A
D (slope of line)
B.
C
Strain, &
r
Q2.
A bracket is attached to a vertical column by means of six identical bolts
as shown in Fig. 1. It is subjected to an eccentric force of P-80 kN at a distance of
200 mm from the center of column. What is the magnitude of maximum shear force
and which bolt carry it?
P= 80 kN
200
Fig. 1
1
2-
75
6
30
75
→ 5
.5
1- 50 10-50-1
3. The attachment shown in the Fig.2 is made of 1040 HR. The static force is 30 kN.
Specify the weldment (give the pattern, electrode number, type of weld, length of
weld, and leg size).
30 kN
Fig. 2
500
All dimension
in mm
100
(15 marks)
Chapter 16 Solutions
ENGINEERING YOUR FUTURE
Ch. 16 - Prob. 16.1EAACh. 16 - Prob. 16.2EAACh. 16 - Prob. 16.3EAACh. 16 - Prob. 16.4EAACh. 16 - Prob. 16.5EAACh. 16 - Prob. 16.6EAACh. 16 - Prob. 16.7EAACh. 16 - Prob. 16.8EAACh. 16 - Prob. 16.9EAACh. 16 - Prob. 16.10EAA
Ch. 16 - Prob. 16.11EAACh. 16 - Prob. 16.12EAACh. 16 - Prob. 16.13EAACh. 16 - Prob. 16.14EAACh. 16 - Prob. 16.15EAACh. 16 - Prob. 16.16EAACh. 16 - Prob. 16.17EAACh. 16 - Prob. 16.18EAACh. 16 - Prob. 16.19EAACh. 16 - Prob. 16.20EAACh. 16 - Prob. 16.21EAACh. 16 - Prob. 16.22EAACh. 16 - Prob. 16.23EAACh. 16 - Prob. 16.24EAACh. 16 - Prob. 16.25EAACh. 16 - Prob. 16.26EAACh. 16 - Prob. 16.27EAACh. 16 - Prob. 16.28EAACh. 16 - Prob. 16.29EAACh. 16 - Prob. 16.30EAACh. 16 - Prob. 16.31EAACh. 16 - Prob. 16.32EAACh. 16 - Prob. 16.33EAACh. 16 - Prob. 16.34EAACh. 16 - Prob. 16.35EAACh. 16 - Prob. 16.36EAACh. 16 - Prob. 16.37EAACh. 16 - Prob. 16.38EAACh. 16 - Prob. 16.39EAACh. 16 - Prob. 16.40EAACh. 16 - Prob. 16.41EAACh. 16 - Prob. 16.42EAACh. 16 - Prob. 16.43EAACh. 16 - Prob. 16.44EAACh. 16 - Prob. 16.45EAACh. 16 - Prob. 16.46EAACh. 16 - Prob. 16.47EAACh. 16 - Prob. 16.48EAACh. 16 - Prob. 16.49EAACh. 16 - Prob. 16.50EAACh. 16 - Prob. 16.51EAACh. 16 - Prob. 16.52EAACh. 16 - Prob. 16.53EAACh. 16 - Prob. 16.54EAACh. 16 - Prob. 16.55EAACh. 16 - Prob. 16.56EAACh. 16 - Prob. 16.57EAA
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