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P1-23 A horizontal rigid bar ABCD shown in Fig.Pl-23 is hinged at A and supported by steel wires BE and DF each with điameter 2.5 mm and E = 200 GPa. Assuming that the wires were taut when the 2,000 N block was attached at C, determine (a) the tension in each wire, and (b) the deflection of point D. Disregard the weight of the beam. F E 400 mm 500 mm B 300 mm 200 mm 300 mm Fig.P1-23 2,000 N

P1-23 A horizontal rigid bar ABCD shown in Fig.Pl-23 is hinged at A and supported by steel wires BE and DF each with điameter 2.5 mm and E = 200 GPa. Assuming that the wires were taut when the 2,000 N block was attached at C, determine (a) the tension in each wire, and (b) the deflection of point D. Disregard the weight of the beam. F E 400 mm 500 mm B 300 mm 200 mm 300 mm Fig.P1-23 2,000 N

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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P1-23 A horizontal rigid bar ABCD shown in Fig.P1-23 is hinged at A and supported by steel wires BE and DF each with điameter 2.5 mm and E = 200 GPa. Assuming that the wires were taut when the 2,000 N block was attached at C, determine (a) the tension in each wire, and (b) the deflection of point D. Disregard the weight of the beam. E 400 mm 500 mm B D 300 mm 200 mm 300 mm Fig.Pl-23 2,000 N
Transcribed Image Text:P1-23 A horizontal rigid bar ABCD shown in Fig.P1-23 is hinged at A and supported by steel wires BE and DF each with điameter 2.5 mm and E = 200 GPa. Assuming that the wires were taut when the 2,000 N block was attached at C, determine (a) the tension in each wire, and (b) the deflection of point D. Disregard the weight of the beam. E 400 mm 500 mm B D 300 mm 200 mm 300 mm Fig.Pl-23 2,000 N
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