calculate the safe compressive load of an hollow cast iron column one end rigidly fixed and the other end hinged of 150mm external diameter,100mm internal diameter and 10m length. use Euler's formula with in factor of safety of 5.take E as 95 G pa.
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Explanation:
calculate the safe compressive load of an hollow cast iron column one end rigidly fixed and the other end hinged of 150mm external diameter,100mm internal diameter and 10m length. use Euler's formula with in factor of safety of 5.take E as 95 G pa.
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Safe compressive from Euler's formula is 381.560 KN
Given:
Internal dia = 100 mm
Outer dia = 150 mm
Youngs modulus = 95 Gpa =
one end fixed one end hinged
FOS = 5
To find
Safe compressive load by Euler's formula
Solution:
We need to find a crippling load
(Here L is the effective length for One end fixed one end hinged = 0.7* original size)
= 381.560 KN
The safe compressive load is 381.560 KN
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