| Camber Camber is curvature built into a fabricated member (see Figure 1
below) which is opposite in direction and magnitude to the calculated deflection which
will occur under gravity loads.
The glulam industry recommends that roof beams be cambered
or 1-1/2 items the calculate dead load deflection. This will generally be sufficient to
assure that the beam will not exhibit a sag over a period of many years of loading, as may
occur with non-cambered wood products. To achieve a level profile it is recommended that
floor beams be only cambered of 1.0 times the calculated dead load deflection.
Camber for glulam beams is specified as either "inches
of camber" or as a radius of curvature that is to be used in the manufacturing
process. Commonly used curvature radii for commercial applications are 1,600 and 2,000
feet although any camber may be specified.
Most residential applications require very little or no
camber which, in turn, makes glulam the ideal choice. stock beams are typically supplied
with a relatively flat camber radius of 3,500 feet as shown in Table 5, or zero camber.

TABLE
5
CAMBER FOR 3,500-FOOT RADIUS |
| Span in feet: |
10 |
12 |
14 |
16 |
18 |
20 |
22 |
24 |
26 |
28 |
| Camber in inches: |
.04 |
.06 |
.08 |
.11 |
.14 |
.17 |
.21 |
.25 |
.29 |
.34 |

- Indicates
structural use: B-Simple span bending member, C-Compression member. T-Tension member.
CB-Continuous or cantilevered span bending member.
- Mill number.
- Identification of ANSI Standard A190.1,
Structural Glued Laminated Timber. ANSI a190. 1 is the American National standard for
glulam beams,
- Applicable laminating specification.
- Western woods (see note 6).
- Structural grade designation. The APA EWS
24F-1.8E designation is a glulam grade commonly used in residential applications.Combining
a group of six layup combinations made with Douglas fir-larch, spruce-pine-if, southern
pine, and /or hem-fir, this grade provides strength (allowable bending stress of 2,400 psi
and allowable shear stress of 155 psi) and stiffness (modulus of elasticity of 1.8 x
106 psi) needed for typical residential applications, while greatly simplifying the design
specification.
- designation of appearance grade.
INDUSTRIAL, ARCHITECTURAL, PREMIUM, or FRAMING.
Thus, they have just the right camber of residential
construction. If, however, more camber is required, such as for a long span roof beam,
custom beams are available through manufactures to meet the most exacting specifications.
For additional information on cambering glulam beams, refer
to Engineered Wood Systems Technical Note: Glulam Beam Camber, Form EWS S550,
which provides a camber table for various beam spans and radii of curvature.
Trademarks and Acceptances
Glulam beams manufactured by Engineered Wood Systems
member are certified with the APA EWS trademark. The mark (as shown) signifies that the
manufacture is committed to a rigorous program of quality verification and testing and
that products are manufactured in conformance with ANSI Standard A190.1-92, American
National Standard for Structural Glued Laminated Timber.
Typical information included in an APA EWS
trademark is shown on the sample;e trademark. This information may vary depending on
whether the member is supplied as a custom or stock product.
The APA EWS trademark is recognized by all major
model building codes of the certification of glued laminated timber produced by Engineered
Wood Systems members. |