A rigid bar AB of length 1.65 m is hinged to a support at A, and supported by two vertical wires attached at point C and D. Both wires have the same cross sectional area of 17 mm² and are made of the same material, E= 200 GPa. The wire at C has a length of 450 mm and the wire at D has a length twice that amount. Distance AC= 500 mm, AD= 1250 mm. a) Determine the tensile strength of the wires at C due to the load P= 1500 N acting at the end B of the bar. b) Determine the tensile stress of the wire at D due to the load P= 1500 N acting at the end B of the bar. c) Determine the downward displacement at the end B of the bar
A rigid bar AB of length 1.65 m is hinged to a support at A, and supported by two vertical wires attached at point C and D. Both wires have the same cross sectional area of 17 mm² and are made of the same material, E= 200 GPa. The wire at C has a length of 450 mm and the wire at D has a length twice that amount. Distance AC= 500 mm, AD= 1250 mm. a) Determine the tensile strength of the wires at C due to the load P= 1500 N acting at the end B of the bar. b) Determine the tensile stress of the wire at D due to the load P= 1500 N acting at the end B of the bar. c) Determine the downward displacement at the end B of the bar
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Transcribed Image Text:A rigid bar AB of length 1.65 m is hinged to a support at A,
and supported by two vertical wires attached at point C and
D. Both wires have the same cross sectional area of 17 mm²
and are made of the same material, E= 200 GPa. The wire
at C has a length of 450 mm and the wire at D has a length
twice that amount. Distance AC= 500 mm, AD= 1250 mm.
a) Determine the tensile strength of the wires at C due to
the load P= 1500 N acting at the end B of the bar.
b) Determine the tensile stress of the wire at D due to the
load P= 1500 N acting at the end B of the bar.
c) Determine the downward displacement at the end B of
the bar
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