. Direct embedment anchor holding capacity. Anchors. Obtain estimated short-term holdint capacity. Ft. (Figure 10) Determine N (Figure 4) Y(6c) Predicted holding capacitv for design purposes is Fy Hoidinp capacity for design purposes is y. Ft ^r(5a) Estimate drained friction angle, 0 'f (5b) Develop a mooring design that reduces effects of repeated loading and use high factors of safety (a minimum of 10) Determine Nq (Figure 4) Calculate drained holding capacity, Fyn (Eqn 61 Estimated holding capacity for design purposes is Vz Fj ' \ ' (5d) \ Design holding capacity is F-r is structure is crit
. Direct embedment anchor holding capacity. Anchors. Obtain estimated short-term holdint capacity. Ft. (Figure 10) Determine N (Figure 4) Y(6c) Predicted holding capacitv for design purposes is Fy Hoidinp capacity for design purposes is y. Ft ^r(5a) Estimate drained friction angle, 0 'f (5b) Develop a mooring design that reduces effects of repeated loading and use high factors of safety (a minimum of 10) Determine Nq (Figure 4) Calculate drained holding capacity, Fyn (Eqn 61 Estimated holding capacity for design purposes is Vz Fj ' \ ' (5d) \ Design holding capacity is F-r is structure is critical or manned, F J to account for possible creep effects. Y(9b) Estimate D/B at whic deep anchor behavior begms / f (5d) Design holding capacity is Fjn if structure is critical or manned, F-|-Qto account for possible creep effects tOb) Using this value of D/B Calculate short-term Holding capacity, Fy Estimated holding capacity for design purposes is Vi of this value of Ft Figure 8. Block diagram illustrating suggested procedure for predicting embedment anchor holding capacity. 27. Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Taylor, R. J; Lee, Homa J; Naval Civil Engineering Laboratory (Port Hueneme, Calif. ). Port Hueneme, Calif. : Naval Civil Engineering Laboratory
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