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SmartLam GL17C Brochure - Tilling Timber

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INSTALLATION (cont’d)<br />

diameter of the hole. For example, a 25 mm hole drilled in a<br />

150 mm wide beam would reduce the capacity of the beam at<br />

that section by ¼. For this reason, where it is necessary to drill<br />

vertical holes through a Glulam member, the holes should be<br />

positioned in areas of the member that are stressed to less<br />

than 50% of the design in bending.<br />

Holes for support of heavy equipment - Heavy equipment or<br />

piping suspended from Glulam should be attached so that the<br />

load is applied to the top of the member to avoid tension perpendicular<br />

to the grain stresses. Any horizontal holes required<br />

for support of significant weight, such as suspended heating<br />

and cooling units or main water lines, must be located above<br />

the neutral axis of the member and in a zone stressed to less<br />

than 50% of the design flexural stresses.<br />

Figure 2 - Zones where Horizontal Holes are permitted in a Uniformly Loaded Simply Supported Beam<br />

Span = L<br />

L/8<br />

.<br />

L/8<br />

.<br />

L/2<br />

L/8<br />

L/8<br />

D/4<br />

High Flexure Zone<br />

High Shear zone<br />

High Shear zone<br />

D/2<br />

High Flexure Zone<br />

Zones where horizontal Holes are permitted<br />

Zones where Horizontal Holes for Load-Bearing Fasteners are permitted<br />

D/4<br />

BIRDS MOUTHING<br />

Figure 3 - Birds mouthing details for <strong>SmartLam</strong> GL17<br />

EAVES OVERHANG<br />

Figure 4 - Eaves over hang details for <strong>SmartLam</strong> GL17<br />

BEAM TO BEARING DETAILS<br />

Minimum depth of<br />

embedment = D/2<br />

Can cause splitting<br />

due to induced<br />

tension perpendicular<br />

to the grain stresses,<br />

reduces shear strength<br />

and rapid drying due to<br />

exposed end grain<br />

40 50<br />

CORRECT<br />

IN-CORRECT<br />

D<br />

M10 galvanised<br />

coach screws<br />

Overhang<br />

Note:<br />

Refer to AS 1684 Residential timber-framed construction code for overhang member size.<br />

Allowable Eaves overhangs<br />

1. Non Cyclonic Areas<br />

a. Beams for flat or similar roofs - Not Birds mouthed:<br />

• Eaves overhang shall not exceed 40% of the actual<br />

beam span.<br />

b. Beams with conventional pitched roofs - Birds mouthed<br />

to one third their depth:<br />

• sheet roof - 20% of actual beam span<br />

• Tiled roof - 30% of actual beam span<br />

2. Cyclonic Areas<br />

Recommendations as per above, but reduced as follows:<br />

Non Birds mouthed - 25% of actual beam span<br />

Birds mouthed-<br />

• sheet roof - 10% of actual beam span<br />

• Tiled roof - 20% of actual beam span<br />

<strong>SmartLam</strong> GL17 Design Guide 5

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