. Direct embedment anchor holding capacity. Anchors. Short-Term Static Holding Capacity, Fj (kips) 0 10 20 30 40 50 60. Figure 9. Short-term holding capacity versus depth for a cohesive soil with properties given by Figure 6. 28. 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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