Engineering Your Future
9th Edition
ISBN: 9780190279264
Author: William C. Oakes, Les L. Leone
Publisher: Oxford University Press, USA
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Chapter 9, Problem 9.8EAA
To determine
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Problem 15:
Determine the reactions at the pin A and the tension in
cord BC. Set F = 40 kN. Neglect the thickness of the
beam.
26 kN
F
13
12
-2 m
4 m
B
4
Problem 21: Determine the force in members EF, CF, and BC and state if the members are
in tension or compression.
1.5 m
4 kN
E
D
8 kN
B
2 m
2 m
Problem 8:
If the cords suspend the two buckets in the equilibrium
position, determine the weight of bucket B. Bucket A has a
weight of 60 lb.
E
65°
C
20°
40°
F
B
20°
A
Chapter 9 Solutions
Engineering Your Future
Ch. 9 - Prob. 9.1EAACh. 9 - Prob. 9.2EAACh. 9 - Prob. 9.3EAACh. 9 - Prob. 9.4EAACh. 9 - Prob. 9.5EAACh. 9 - Prob. 9.6EAACh. 9 - Prob. 9.7EAACh. 9 - Prob. 9.8EAACh. 9 - Prob. 9.9EAACh. 9 - Prob. 9.10EAA
Ch. 9 - Prob. 9.11EAACh. 9 - Prob. 9.12EAACh. 9 - Prob. 9.13EAACh. 9 - Prob. 9.14EAACh. 9 - Prob. 9.15EAACh. 9 - Prob. 9.16EAACh. 9 - Prob. 9.17EAACh. 9 - Prob. 9.18EAACh. 9 - Prob. 9.19EAACh. 9 - Prob. 9.20EAACh. 9 - Prob. 9.21EAACh. 9 - Prob. 9.22EAACh. 9 - Prob. 9.23EAACh. 9 - Prob. 9.24EAACh. 9 - Prob. 9.25EAACh. 9 - Prob. 9.26EAACh. 9 - Prob. 9.27EAACh. 9 - Prob. 9.28EAACh. 9 - Prob. 9.29EAACh. 9 - Prob. 9.30EAACh. 9 - Prob. 9.31EAACh. 9 - Prob. 9.32EAA
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- 1 Revolute four-bar mechanism, AB=60mm, BC=130mm, CD=140mm, AD=200mm,arrow_forwardCORRECT AND DETAILED HANDWRITTEN SOLUTION WITH FBD ONLY. I WILL UPVOTE THANK YOU. CORRECT ANSWER IS ALREADY PROVIDED. The roof truss shown carries roof loads, where P = 10 kN. The truss is consisting of circular arcs top andbottom chords with radii R + h and R, respectively.Given: h = 1.2 m, R = 10 m, s = 2 m.Allowable member stresses:Tension = 250 MPaCompression = 180 MPa1. If member KL has square section, determine the minimum dimension (mm).2. If member KL has circular section, determine the minimum diameter (mm).3. If member GH has circular section, determine the minimum diameter (mm).ANSWERS: (1) 31.73 mm; (2) 35.81 mm; (3) 18.49 mmarrow_forwardCORRECT AND DETAILED HANDWRITTEN SOLUTION WITH FBD ONLY. I WILL UPVOTE THANK YOU. CORRECT ANSWER IS ALREADY PROVIDED. The cantilevered spandrel beam shown whose depth tapers from d1 to d2, has a constant width of 120mm. It carries a triangularly distributed end reaction.Given: d1 = 600 mm, d2 = 120 mm, L = 1 m, w = 100 kN/m1. Calculate the maximum flexural stress at the support, in kN-m.2. Determine the distance (m), from the free end, of the section with maximum flexural stress.3. Determine the maximum flexural stress in the beam, in MPa.ANSWERS: (1) 4.630 MPa; (2) 905.8688 m; (3) 4.65 MPaarrow_forwardarrow_back_iosSEE MORE QUESTIONSarrow_forward_ios
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