Compression Members There are many types of compression members in a
typical building including: columns; top edges of beams; top edges of joists;
wall studs; top chords and cantilevered bottom chords of wood trusses, and
compression webs of trusses. Figure
1 below could easily be a line of wall studs; a row of truss top chords; a row
of cantilevered bottom chords, or a line of compression webs.
A Line of Compression Members Figure 1 Often, compression members will require some sort of lateral brace to prevent the member from buckling under load. For example, the top edge of a dropped built-up wood beam will be braced laterally by the floor joists that sit on it. In the case of a wall, the studs may be braced laterally by a row of girts or by rows of strapping. Trusses are generally braced using rows of 2x4 material for top and bottom chord strapping or web bracing. Refer to Figure 2. This sketch could illustrate among other things, a wall with a row of girts at mid-height, or a row of truss webs which require a single lateral brace.
Continuous Lateral Bracing Figure 2 If a truss web requires a single row of lateral bracing, simply installing the row of bracing is not enough to properly brace the trusses. Figure 3 illustrates that even with the lateral brace installed, all of the webs can buckle in the same direction.
Buckling of Compression Members Figure 3 In order to prevent the webs from buckling, the lateral brace must be tied off so that it is prevented from shifting sideways. This is often accomplished by installing X bracing as shown in Figure 4. It is important to note that the X brace must be securely anchored at both the top and bottom and it must be properly fastened to the lateral web brace. Generally, this X bracing detail will be repeated at 20 foot intervals.
X Bracing Detail Figure 4 Any type of lateral bracing must be tied off. This applies not only to compression webs, but also to top chords, cantilevered bottom chords, wall strapping, wall girts, etc.. Any and all lateral bracing in any building must be braced.
|