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1.) A STEEL WIRE 30 ft LONG HANGING VERTICALLY SUPPORTS A LOAD OF 500 lb. 30 ft NEGLECTING THE WEIGHT OF THE WIRE, DTERMΙNE THE REQURIED 500 Ib DIAMATER IF THE STRESS IS NOT TO EXCEED 20 ksi AND THE ТОTAL 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, DTERMΙNE THE REQURIED 500 Ib DIAMATER IF THE STRESS IS NOT TO EXCEED 20 ksi AND THE ТОTAL ELONGATION IS NOT TO EXCEED 0.20 in. ASSUME E 29 x 106 psi.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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1.) А STEEL WIRE 30 ft LONG HANGING VERTICALLY SUPPORTS A LOAD OF 500 lb. 30 ft NEGLECTING THE WEIGHT OF THE WIRE, DTERMΙΝE 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.
Transcribed Image Text:1.) А STEEL WIRE 30 ft LONG HANGING VERTICALLY SUPPORTS A LOAD OF 500 lb. 30 ft NEGLECTING THE WEIGHT OF THE WIRE, DTERMΙΝE 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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