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
Question
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
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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