The steel pipe is supported on the circular base plate and concrete pedestal. If the normal failure stress for the steel is (o fai)st = 350 MPa, determine the minimum thickness t of the pipe if it %3D supports the force of 500 kN. Use a factor of safety against failure of 1.5. Also, find the minimum radius r of the base plate so that the minimum factor of safety against failure of the concrete due to bearing is 2.5. The failure bearing stress for concrete is (O tailcon = 25 MPa. 500 kN -100 mm

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The steel pipe is supported on the circular base plate and concrete pedestal. If the normal failure
stress for the steel is (sfail)st = 350 MPa, determine the minimum thickness t of the pipe if it
supports the force of 500 kN. Use a factor of safety against failure of 1.5. Also, find the minimum
radius r of the base plate so that the minimum factor of safety against failure of the concrete due
to bearing is 2.5. The failure bearing stress for concrete is (sfail)con = 25 MPa.

The steel pipe is supported on the circular base plate and concrete pedestal. If the normal failure
stress for the steel is (ofai)st
= 350 MPa, determine the minimum thickness t of the pipe if it
supports the force of 500 kN. Use a factor of safety against failure of 1.5. Also, find the minimum
radius r of the base plate so that the minimum factor of safety against failure of the concrete due
to bearing is 2.5. The failure bearing stress for concrete is (O ailcon = 25 MPa.
%3D
500 kN
-100 mm
Transcribed Image Text:The steel pipe is supported on the circular base plate and concrete pedestal. If the normal failure stress for the steel is (ofai)st = 350 MPa, determine the minimum thickness t of the pipe if it supports the force of 500 kN. Use a factor of safety against failure of 1.5. Also, find the minimum radius r of the base plate so that the minimum factor of safety against failure of the concrete due to bearing is 2.5. The failure bearing stress for concrete is (O ailcon = 25 MPa. %3D 500 kN -100 mm
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