Engineering Your Future: Comprehensive
8th Edition
ISBN: 9780199348015
Author: William C. Oakes, Les L. Leone
Publisher: Oxford University Press
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Chapter 6, Problem 6.30EAA
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The weekly schedule when you study the most. Give reasons for choosing this slot.
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Question 1: Beam Analysis
Two beams (ABC and CD) are connected using a pin immediately to the left of Point C. The pin acts
as a moment release, i.e. no moments are transferred through this pinned connection. Shear forces
can be transferred through the pinned connection. Beam ABC has a pinned support at point A and a
roller support at Point C. Beam CD has a roller support at Point D. A concentrated load, P, is applied
to the mid span of beam CD, and acts at an angle as shown below. Two concentrated moments, MB
and Mc act in the directions shown at Point B and Point C respectively. The magnitude of these
moments is PL.
Moment Release
A
B
с
°
MB = PL
Mc=
= PL
-L/2-
-L/2-
→
P
D
Figure 1: Two beam arrangement for question 1.
To analyse this structure, you will:
a) Construct the free body diagrams for the structure shown above. When constructing your
FBD's you must make section cuts at point B and C. You can represent the structure as three
separate beams. Following this, construct the…
A differential element on the bracket is subjected to plane strain that has the
following components:, Ɛx = 300 × 10-6, Ɛy = 150 × 10-6, Ɛxy = -750 x 10-6. Use
the strain-transformation equations and determine the normal strain Ɛx in the X/
direction on an element oriented at an angle of 0 = 40°. Note, a positive angle, 0,
is counter clockwise.
x
Enter your answer in micro strain to a precision of two decimal places.
eg. if your answer is 300.15X106, please enter 300.15.
If the 50 mm diameter shaft is made from brittle material having an ultimate strength
of σult=595 MPa for both tension and compression, determine the factor of
safety of the shaft against rupture.
The applied force, F, is 140 kN.
The applied torque T, is 5.0 kN⚫m.
Enter your answer to a precision of two decimal places.
T
F
Chapter 6 Solutions
Engineering Your Future: Comprehensive
Ch. 6 - Prob. 6.1EAACh. 6 - Prob. 6.2EAACh. 6 - Prob. 6.3EAACh. 6 - Prob. 6.4EAACh. 6 - Prob. 6.5EAACh. 6 - Prob. 6.6EAACh. 6 - Prob. 6.7EAACh. 6 - Prob. 6.8EAACh. 6 - Prob. 6.9EAACh. 6 - Prob. 6.10EAA
Ch. 6 - Prob. 6.11EAACh. 6 - Prob. 6.12EAACh. 6 - Prob. 6.13EAACh. 6 - Prob. 6.14EAACh. 6 - Prob. 6.15EAACh. 6 - Prob. 6.16EAACh. 6 - Prob. 6.17EAACh. 6 - Prob. 6.18EAACh. 6 - Prob. 6.19EAACh. 6 - Prob. 6.20EAACh. 6 - Prob. 6.21EAACh. 6 - Prob. 6.22EAACh. 6 - Prob. 6.23EAACh. 6 - Prob. 6.24EAACh. 6 - Prob. 6.25EAACh. 6 - Prob. 6.26EAACh. 6 - Prob. 6.27EAACh. 6 - Prob. 6.28EAACh. 6 - Prob. 6.29EAACh. 6 - Prob. 6.30EAACh. 6 - Prob. 6.31EAACh. 6 - Prob. 6.32EAACh. 6 - Prob. 6.33EAACh. 6 - Prob. 6.34EAACh. 6 - Prob. 6.35EAACh. 6 - Prob. 6.36EAACh. 6 - Prob. 6.37EAACh. 6 - Prob. 6.38EAACh. 6 - Prob. 6.39EAACh. 6 - Prob. 6.40EAACh. 6 - Prob. 6.41EAACh. 6 - Prob. 6.42EAACh. 6 - Prob. 6.43EAACh. 6 - Prob. 6.44EAACh. 6 - Prob. 6.45EAACh. 6 - Prob. 6.46EAACh. 6 - Prob. 6.47EAACh. 6 - Prob. 6.48EAACh. 6 - Prob. 6.49EAA
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