Q3: . A crank built up from cylindrical sections by welding required a loading of 250 lb to overcome the resistance when in the post- tion shown. (a) Compute the maximum normal and shear stresses induced in the section A-A. (b) Determine the maximum shear stresses induced in parts I, II, and III. Ans. (a) s(max) = 29,000 psi, T(max) = 15,000 psi (b) 10,550 psi for part I, 6880 psi for II, 15,000 psi for III -A III II 1th Dia. Dia. Fig. 2-38 250 lb 1" Dia.
Q3: . A crank built up from cylindrical sections by welding required a loading of 250 lb to overcome the resistance when in the post- tion shown. (a) Compute the maximum normal and shear stresses induced in the section A-A. (b) Determine the maximum shear stresses induced in parts I, II, and III. Ans. (a) s(max) = 29,000 psi, T(max) = 15,000 psi (b) 10,550 psi for part I, 6880 psi for II, 15,000 psi for III -A III II 1th Dia. Dia. Fig. 2-38 250 lb 1" Dia.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q3:
. A crank built up from cylindrical sections by welding required a
loading of 250 lb to overcome the resistance when in the post-
tion shown.
(a) Compute the maximum normal and shear stresses induced in
the section A-A.
(b) Determine the maximum shear stresses induced in parts I, II,
and III.
Ans. (a) (max) = 29,000 psi, T(max) = 15,000 psi
(b) 10,550 psi for part I, 6880 psi for II, 15,000 psi for III
--A
III
II
1 Dia.
Dia.
Fig. 2-38
250 lb
150
"Dia.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb390f03d-107d-412a-9fb5-8e968bb20304%2Fd5c3a454-7835-4493-abef-0b82c79f32b0%2Fd4oiyq9_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3:
. A crank built up from cylindrical sections by welding required a
loading of 250 lb to overcome the resistance when in the post-
tion shown.
(a) Compute the maximum normal and shear stresses induced in
the section A-A.
(b) Determine the maximum shear stresses induced in parts I, II,
and III.
Ans. (a) (max) = 29,000 psi, T(max) = 15,000 psi
(b) 10,550 psi for part I, 6880 psi for II, 15,000 psi for III
--A
III
II
1 Dia.
Dia.
Fig. 2-38
250 lb
150
"Dia.
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