Fig. 6From: Effective lateral resistance of combined timber joints with nails and boltsTypical load-slip curves of a nailed joints obtained from experiment and simulated load-slip curves of b bolted joints and c combined joints with clearance in predrilled bolt-holes. t main member thickness, d b bolt diameter, C total clearance between bolt and predrilled bolt-holes of steel plate and main member, δ i simulated initial slipBack to article page