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Laced Braced

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0% found this document useful (0 votes)
100 views6 pages

Laced Braced

Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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Laced Columns

Effective slenderness ratio of battened column shall be 1.05 times the maximum actual slenderness

ratio of column to account for shear deformation effects.

A laced column is stronger than battened column for same load

Width of Lacing Bars

In bolted/riveted construction, the minimum width of lacing bars shall be three times the nominal

diameter of the end bolt/rivet.


Laced Columns
Thickness of Lacing Bars

The thickness of flat lacing bars shall not be less than one-fortieth of its effective length for single

lacings and one-sixtieth of the effective length for double lacings.

Angle of Inclination

Lacing bars, whether in double. or single systems, shall be inclined at an angle not less than 40° nor

more than 70° to the axis of the built-up member


Laced Columns
Maximum spacing of lacing bars should be such that slenderness ratio of component member should

be not greater than 50

The slenderness ratio, KI/r, of the lacing bars shall not exceed 145

The lacing shall be proportioned to resist a total transverse shear, Vt, at any point in the member,

equal to at least 2.5 percent of the axial force in the member and shall be divided equally among all

transverse lacing systems in parallel planes.


Battened Columns
Effective slenderness ratio of battened column shall be 1.1 times the maximum actual slenderness

ratio of column to account for shear deformation effects.

A laced column is stronger than battened column for same load and effective length is increased by

only 5%.

Maximum spacing of batten should be such that slenderness ratio of component member should be

not greater than 50


Battened Columns
Battens should be designed to resist transverse shear force which is 2.5% of axial force

Thickness of batten plates shall not be less than 1/50th of distance between innermost connecting

transverse bolts/rivets

Effective depth of end batten should not be less than distance between centre of gravity of

component and should be greater than twice the width of component member.

Depth of intermediate batten = 3/4 depth of end batten

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