8 - Connections with metal fasteners
8.1.1 - Fastener requirements
8.1.2 - Multiple fastener connections
V1
8.1.3 - Multiple shear plane connections
V1
8.1.4 - Connection forces at an angle to the grain
V2
8.1.5 - Alternating connection forces
8.2 - Lateral load-carrying capacity of metal dowel-type fasteners
8.2.2 - Timber-to-timber and panel-to-timber connections
V1
8.2.3 - Steel-to-timber connections
V2
8.3.1 - Laterally loaded nails
8.3.1.2 - Nailed timber-to-timber connections
V1
8.3.1.3 - Nailed panel-to-timber connections
8.3.1.4 - Nailed steel-to-timber connections
V2
8.3.2 - Axially loaded nails
V3
8.3.3 - Combined laterally and axially loaded nails
V3
8.4 - Stapled connections
8.5.1 - Laterally loaded bolts
8.5.1.1 - General and bolted timber-to-timber connections
V1
8.5.1.2 - Bolted panel-to-timber connections
8.5.1.3 - Bolted steel-to-timber connections
V2
8.5.2 - Axially loaded bolts
V3
8.6 - Dowelled connections
8.7 - Screwed connections
8.7.1 - Laterally loaded screws
V1
8.7.2 - Axially loaded screws
V3
8.7.3 - Combined laterally and axially loaded screws
V3
8.8 - Connections made with punched metal plate fasteners
8.8.3 - Plate strength properties
8.8.4 - Plate anchorage strengths
8.8.5 - Connection strength verification
8.8.5.1 - Plate anchorage capacity
8.9 - Split ring and shear plate connectors
8.10 - Toothed-plate connectors
Annex A - Block shear and plug shear failure at multiple dowel-type steel-to-timber connections
V2