1815.4.5 Structural aspects.
BC § 1815.4.5
1.Anchors design loads shall be based upon the load combinations specified in Section 1605.3.
2.Anchor design, lock-off, and test loads shall be in accordance with PTI DC35.1.
3.The cross section of the anchor tendons shall not be considered to contribute to the sliding or lateral resistance of any foundation element by means of shear friction.
4.Anchor design and lock-off loads shall consider the effects of long-term creep or changes in prestress resulting from deformation.













