- Contact Us
- Strength Classes
D1-1 A typical built-up joint of a truss.
D1-2 The equilibrium of forces between each shear plane
D1-3 Combination of members for the determination of the load-carrying
D2-1 Effect of eccentric connections.
D4-1 Replacement of inefficient segments of original members with epoxy.
(a) Beam end replacement,
(b) original timber,
(c) steel or fibre glass rods.
D4-2 Replacement of inefficient segments of original members by means of traditional joints; left, top to bottom:
right, top to bottom: