A simply supported hollow cylinder beam is subjected to a uniform load w of 2700 N/m, and an inner pressure p of 450 kPa. The cylinder has an outer radius of 47 mm, and an inner radius of 45 mm, the length L is 4 m. Point A is at the outer surface on the very middle of the beam, shown in figure. It is known that E- 200 GPa, I - 6.12 × 10° mm“, the weight of the beam is neglected. a) Determine the maximum deflection of the beam. b) Calculate 6,, G,, and Tay for point A. c) Using Mohr's circle, calculate and label the absolute maximum shear stress for point A.
A simply supported hollow cylinder beam is subjected to a uniform load w of 2700 N/m, and an inner pressure p of 450 kPa. The cylinder has an outer radius of 47 mm, and an inner radius of 45 mm, the length L is 4 m. Point A is at the outer surface on the very middle of the beam, shown in figure. It is known that E- 200 GPa, I - 6.12 × 10° mm“, the weight of the beam is neglected. a) Determine the maximum deflection of the beam. b) Calculate 6,, G,, and Tay for point A. c) Using Mohr's circle, calculate and label the absolute maximum shear stress for point A.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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![A simply supported hollow cylinder beam is subjected to a uniform load w of 2700 N/m, and an
inner pressure p of 450 kPa. The cylinder has an outer radius of 47 mm, and an inner radius of 45 mm, the
length L is 4 m. Point A is at the outer surface on the very middle of the beam, shown in figure. It is known
that E = 200 GPa, I = 6.12 × 10° mm“, the weight of the beam is neglected.
a) Determine the maximum deflection of the beam.
b) Calculate o,, Gy, and Tay for point A.
c) Using Mohr's circle, calculate and label the
absolute maximum shear stress for point A.
Ge on](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fce860352-7468-42ac-863f-f2078f6fa253%2F461c5749-9649-4b87-b393-7f7270a99956%2Fwvmsujp_processed.png&w=3840&q=75)
Transcribed Image Text:A simply supported hollow cylinder beam is subjected to a uniform load w of 2700 N/m, and an
inner pressure p of 450 kPa. The cylinder has an outer radius of 47 mm, and an inner radius of 45 mm, the
length L is 4 m. Point A is at the outer surface on the very middle of the beam, shown in figure. It is known
that E = 200 GPa, I = 6.12 × 10° mm“, the weight of the beam is neglected.
a) Determine the maximum deflection of the beam.
b) Calculate o,, Gy, and Tay for point A.
c) Using Mohr's circle, calculate and label the
absolute maximum shear stress for point A.
Ge on
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