For a steel built-up column subjected to an axial force of 1200 kN, the lacing system is to be designed for resisting transverse shear of:

For a steel built-up column subjected to an axial force of 1200 kN, th

1.	For a steel built-up column subjected to an axial force of 1200 kN, the lacing system is to be designed for resisting transverse shear of:
A.	15 kN
B.	20 kN
C.	25 kN
D.	30 kN
Answer» E.

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For a steel built-up column subjected to an axial force of 1200 kN, the lacing system is to be designed for resisting transverse shear of:

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