A Steel column 4 m long with both end fixed what should be the minimum length of the column for Euler's formula to be applicable? Find load carrying capacity of the column. E=200 GPa, σPL=200 MPa, σY=250 MPa, Kx =180 mm, ky=30 mm, Iyy=834×104 mm4 and A= 9272 mm2.
A Steel column 4 m long with both end fixed what should be the minimum length of the column for Euler's formula to be applicable? Find load carrying capacity of the column. E=200 GPa, σPL=200 MPa, σY=250 MPa, Kx =180 mm, ky=30 mm, Iyy=834×104 mm4 and A= 9272 mm2.
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A Steel column 4 m long with both end fixed what should be the minimum length of the column for Euler's formula to be applicable? Find load carrying capacity of the column. E=200 GPa, σPL=200 MPa, σY=250 MPa, Kx =180 mm, ky=30 mm, Iyy=834×104 mm4 and A= 9272 mm2.
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