Rock Anchors for Lateral and Uplift Load Resistance Sample Clauses

Rock Anchors for Lateral and Uplift Load Resistance. ▪ Use an allowable rock/grout bond stress of 125 psi or less (ASD) or 150 psi or less (LRFD) for anchor design ▪ Limit rock anchor working loads to the allowable structural capacity for an anchor tendon (60 percent of the specified minimum tensile strength of the tendon steel) or the allowable geotechnical capacity, whichever is less for ASD design. For LRFD, the maximum factored load group shall not exceed the nominal yield strength of the anchor bar times a resistance factor ϕ = 0.80. ▪ Use a minimum bond length of 10 feet and a free stressing length of 10 feet for bar tendons or 15 feet for strand tendons ▪ Use bar or strand anchor tendons furnished with double corrosion protection ▪ Provide anchor hole diameter in accordance with manufacturer’s recommendations ▪ Use a rock engagement angle of 60 degrees ▪ Assume a total unit weight of 168 pounds per cubic foot (pcf) for rock within the engagement cone ▪ Assumed groundwater level at the ground surface ▪ Performance test all installed rock anchors to 1.33 times the design load and lock off at a load specified by the design engineer not exceeding 70 percent of the minimum specified tensile strength of the anchor tendon (ASD) or a minimum of 50 percent of the nominal (unfactored) anchor load (LRFD)
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