Que 5.15. Fig. 5.15.1 shows a steel rod of 12 mm diameter with one end fixed into a horizontal table. The remainder of the rod is bent into the form of three quarters of a circle and the free end is constrained to move vertically. Determine the vertical deflection for a load of 10 kg. E = 208,000 N/m2. %3D
Que 5.15. Fig. 5.15.1 shows a steel rod of 12 mm diameter with one end fixed into a horizontal table. The remainder of the rod is bent into the form of three quarters of a circle and the free end is constrained to move vertically. Determine the vertical deflection for a load of 10 kg. E = 208,000 N/m2. %3D
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![Que 5.15. Fig. 5.15.1 shows a steel rod of 12 mm diameter with one
end fixed into a horizontal table. The remainder of the rod is bent
into the form of three quarters of a circle and the free end is
constrained to move vertically. Determine the vertical deflection
for a load of 10 kg. E = 208,000 N/m2.
k 150 m
Fig. 5.15.1.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F5afa710e-bb75-43d1-8abf-b720a03c58d6%2F2d56c4f8-5678-4724-9601-261f8fe57400%2Fjzmikk_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Que 5.15. Fig. 5.15.1 shows a steel rod of 12 mm diameter with one
end fixed into a horizontal table. The remainder of the rod is bent
into the form of three quarters of a circle and the free end is
constrained to move vertically. Determine the vertical deflection
for a load of 10 kg. E = 208,000 N/m2.
k 150 m
Fig. 5.15.1.
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