1. A steel bar is 50 mm in diameter and 2000 mm long. It is surrounded by a shell of cast iron 5 mm thick. Calculate the load P that will contract the combined bar a total of 0.90 mm. For modulus of elasticity use Est = 200 GPa and Ecast = 100 GPa. Answer: P = 215.60 kN
1. A steel bar is 50 mm in diameter and 2000 mm long. It is surrounded by a shell of cast iron 5 mm thick. Calculate the load P that will contract the combined bar a total of 0.90 mm. For modulus of elasticity use Est = 200 GPa and Ecast = 100 GPa. Answer: P = 215.60 kN
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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![1. A steel bar is 50 mm in diameter and 2000 mm long. It is surrounded by a shell of cast iron 5 mm thick.
Calculate the load P that will contract the combined bar a total of 0.90 mm. For modulus of elasticity use
Est = 200 GPa and Ecast = 100 GPa.
Answer: P = 215.60 kN
Bearing Plate
Cast Iron,
t = 5 mm
K-50
60
Steel Bar
d = 50 mm
2. A reinforced concrete column 300 mm in diameter supports an axial compressive force of 500 kN.
Determine the required area of reinforcing steel that will satisfy the following conditions: allowable stress
for steel is 120 MPa whereas for concrete, the stress is limited to 6 MPa. Use Est = 200 GPa and Econ=
14 GPa.
2000 mm](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F67937e3d-6008-483d-80ec-1247e95adb8b%2Fde228ab6-c450-4769-9abd-1c1a1ecf54c8%2Fr9snpmn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:1. A steel bar is 50 mm in diameter and 2000 mm long. It is surrounded by a shell of cast iron 5 mm thick.
Calculate the load P that will contract the combined bar a total of 0.90 mm. For modulus of elasticity use
Est = 200 GPa and Ecast = 100 GPa.
Answer: P = 215.60 kN
Bearing Plate
Cast Iron,
t = 5 mm
K-50
60
Steel Bar
d = 50 mm
2. A reinforced concrete column 300 mm in diameter supports an axial compressive force of 500 kN.
Determine the required area of reinforcing steel that will satisfy the following conditions: allowable stress
for steel is 120 MPa whereas for concrete, the stress is limited to 6 MPa. Use Est = 200 GPa and Econ=
14 GPa.
2000 mm
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