1.) A STEEL WIRE 30 ft LONG HANGING VERTICALLY SUPPORTS A LOAD OF 500 lb. 30 ft NEGLECTING THE WEIGHT OF THE WIRE, DTERMINE THE REQURIED 500 lb DIAMATER IF THE STRESS IS NOT то EXCEED 20 ksi AND THE ТОТAL ELONGATION IS NOT TO EXCEED 0.20 in. ASSUME E : 29 x 106 psi.
1.) A STEEL WIRE 30 ft LONG HANGING VERTICALLY SUPPORTS A LOAD OF 500 lb. 30 ft NEGLECTING THE WEIGHT OF THE WIRE, DTERMINE THE REQURIED 500 lb DIAMATER IF THE STRESS IS NOT то EXCEED 20 ksi AND THE ТОТAL ELONGATION IS NOT TO EXCEED 0.20 in. ASSUME E : 29 x 106 psi.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![1.)
A
STEEL
WIRE 30 ft LONG
HANGING
VERTICALLY
SUPPORTS A LOAD
OF
500
lb.
30 ft
NEGLECTING
THE
WEIGHT
OF
THE
WIRE,
DTERMINE
THE
REQURIED
500 Ib
DIAMATER IF THE
STRESS
IS
NOT
TO
EXCEED
20
ksi
AND
THE
TOTAL
ELONGATION IS NOT TO EXCEED 0.20 in.
ASSUME E
= 29 x 106 psi.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb5f1eb43-6660-43c5-b70e-d3320991e55c%2Fdd6b78ea-f364-4e7b-99f6-f8139a301135%2Fg519glm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1.)
A
STEEL
WIRE 30 ft LONG
HANGING
VERTICALLY
SUPPORTS A LOAD
OF
500
lb.
30 ft
NEGLECTING
THE
WEIGHT
OF
THE
WIRE,
DTERMINE
THE
REQURIED
500 Ib
DIAMATER IF THE
STRESS
IS
NOT
TO
EXCEED
20
ksi
AND
THE
TOTAL
ELONGATION IS NOT TO EXCEED 0.20 in.
ASSUME E
= 29 x 106 psi.
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