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Lacing shall be designed to resist a total transverse shear equal to ____ of axial force in member

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in Design of Steel Structures by (962k points)
Lacing shall be designed to resist a total transverse shear equal to ____ of axial force in member

(a) 5%

(b) 1%

(c) 4.3%

(d) 2.5%

This question was posed to me in exam.

Asked question is from Lacings topic in chapter Design of Compression Members of Design of Steel Structures

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Right choice is (d) 2.5%

The best I can explain: Lacing can be designed to resist a total transverse shear at any point in the member equal to 2.5% of axial force in member. This shear shall be divided among lacing systems in parallel planes. Lacings should also be designed to resist any shear due to bending moment or lateral load on member.

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