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SIDE
LOADED |
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Joists applied to one or both sides of the
beam. Select the suitable nailing or bolting pattern from the
table below to suit the applied load.
Side loads are not recommended for 180mm
wide beams unless applied equally to both beam faces.
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1. All values for long term load duration. Apply factors 1.12 and 1.25 for medium (roof) and short term (wind) loads respectively. 2. Use spacing patterns above. |
3. 39mm Kerto-S may be used in place of 45mm for details A, B and E. When using multiple ply 39mm Kerto-S, 75mm long nails may be used in place of 90mm long nails. |
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TOP LOADED For a downstand beam with joists
above, fix plys using 3.35 x 90mm nails at 300mm c/c. For
discontinuous joists, if loads are not applied equally on each ply,
please refer to the table on side loaded beams.
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NAIL AND BOLT SPACING FOR TOP AND SIDE LOADED BEAMS ![]() |