Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
Bartleby Related Questions Icon

Related questions

bartleby

Concept explainers

Question
100%

I need help with this question, I am uncertain as to how they got 3.2572in^4 for "J" and value 0.73749in for "py" in the solution. If you can figure out how they got these values id greatly appreciate your input thank you.

SOLUTION
From the solution to Prob. 3.114,
After loading.
During unloading,
Y
= Pº
L
Permanent angle of twist.
Q =
Road =
Ø
=
=
Py
с
Py = 0.73749 in.
Ly
P
c = 1.2 in.
J = 3.2572 in¹
TL
GJ
=
= 0.61458
LYY
Pr
=
Lty
PyG
(420)(22x10³)
(0.73749)(11.2 x 106)
(elastic)
(75 × 10³ )(420)
(11.2 x 10°)(3.2572)
L = 35 ft = 420 in.
= 1.11865 rad = 64.09°
T = 5x10³N-m
= 0.86347 rad = 49.47°
Operm = load = 1.11865-0.86347 = 0.25518
9 = 14.62°
expand button
Transcribed Image Text:SOLUTION From the solution to Prob. 3.114, After loading. During unloading, Y = Pº L Permanent angle of twist. Q = Road = Ø = = Py с Py = 0.73749 in. Ly P c = 1.2 in. J = 3.2572 in¹ TL GJ = = 0.61458 LYY Pr = Lty PyG (420)(22x10³) (0.73749)(11.2 x 106) (elastic) (75 × 10³ )(420) (11.2 x 10°)(3.2572) L = 35 ft = 420 in. = 1.11865 rad = 64.09° T = 5x10³N-m = 0.86347 rad = 49.47° Operm = load = 1.11865-0.86347 = 0.25518 9 = 14.62°
35 ft
A
B
T
1.2 in.
PROBLEM 3.115
In Prob. 3.114, determine the permanent angle of twist of the rod.
PROBLEM 3.114 The solid circular drill rod AB is made of steel that is assumed to
be elastoplastic with Ty = 22 ksi and G=11.2×106 psi. Knowing that a torque
T = 75 kip in. is applied to the rod and then removed, determine the maximum
residual shearing stress in the rod.
SOLUTION
From the solution to Prob. 3.114,
c = 1.2 in.
J = 3.2572 in 4
Pr
с
Py = 0.73749 in.
= 0.61458
expand button
Transcribed Image Text:35 ft A B T 1.2 in. PROBLEM 3.115 In Prob. 3.114, determine the permanent angle of twist of the rod. PROBLEM 3.114 The solid circular drill rod AB is made of steel that is assumed to be elastoplastic with Ty = 22 ksi and G=11.2×106 psi. Knowing that a torque T = 75 kip in. is applied to the rod and then removed, determine the maximum residual shearing stress in the rod. SOLUTION From the solution to Prob. 3.114, c = 1.2 in. J = 3.2572 in 4 Pr с Py = 0.73749 in. = 0.61458
Expert Solution
Check Mark
Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
Recommended textbooks for you
Text book image
Structural Analysis
Civil Engineering
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:Cengage,
Text book image
Structural Analysis (10th Edition)
Civil Engineering
ISBN:9780134610672
Author:Russell C. Hibbeler
Publisher:PEARSON
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Fundamentals of Structural Analysis
Civil Engineering
ISBN:9780073398006
Author:Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:McGraw-Hill Education
Text book image
Sustainable Energy
Civil Engineering
ISBN:9781337551663
Author:DUNLAP, Richard A.
Publisher:Cengage,
Text book image
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning