A W12x79 of AS73 Grade 60 (Fy - 415 MPa) steel is used as a compression member. It is 7.7 m long, fixed at the top and bottom, and has additional support in the weak direction at mid-height. Properties of the section are as follows: A = 14,500 mm^2 Ix = 258.6 x 106 mm^4 Iy = 84.375 x 106 mm^4 Calculate the critical slenderness ratio with respect to weak axis buckling using theoretical value of k.

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Chapter4: Compression Members
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uestion 12
A W12x79 of AS73 Grade 60 (Fy - 415 MPa) steel is used as a compression member. It is 7.7 m long, fixed at the top and bottom, and has additional
support in the weak direction at mid-height. Properties of the section are as follows:
A- 14,500 mm^2
Ix = 258.6 x 1e*6 mm^4
Iy = 84.375 x 10^6 mm^4
Calculate the critical slenderness ratio with respect to weak axis buckling using theoretical value of k.
Transcribed Image Text:uestion 12 A W12x79 of AS73 Grade 60 (Fy - 415 MPa) steel is used as a compression member. It is 7.7 m long, fixed at the top and bottom, and has additional support in the weak direction at mid-height. Properties of the section are as follows: A- 14,500 mm^2 Ix = 258.6 x 1e*6 mm^4 Iy = 84.375 x 10^6 mm^4 Calculate the critical slenderness ratio with respect to weak axis buckling using theoretical value of k.
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