Soil and Rock Anchors for Mobile Homes: A State-of-the-art ReportU.S. Department of Commerce, National Bureau of Standards, 1979 - 147 pages |
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Results 1-5 of 15
Page ix
... Uplift Deflection for Helix Anchors . ( A ) 4 - inch Anchors at 3 - foot depth ; and ( B ) 6 - inch Anchors at 4 - foot depth . · 100 Figure 7.2 Pull - out Load versus STP for Various Anchor Types .. 102 Figure 7.3 Details of Load Test ...
... Uplift Deflection for Helix Anchors . ( A ) 4 - inch Anchors at 3 - foot depth ; and ( B ) 6 - inch Anchors at 4 - foot depth . · 100 Figure 7.2 Pull - out Load versus STP for Various Anchor Types .. 102 Figure 7.3 Details of Load Test ...
Page x
... Uplift Deflection for a 6 - inch Arrowhead Anchor 115 Figure 7.8 · Pull - out Load versus Uplift Deflection for a 6 - inch Arrowhead Anchor 116 Figure 7.9 Pull - out Load versus Uplift Deflection for a 6 - inch Arrowhead Anchor . 117 ...
... Uplift Deflection for a 6 - inch Arrowhead Anchor 115 Figure 7.8 · Pull - out Load versus Uplift Deflection for a 6 - inch Arrowhead Anchor 116 Figure 7.9 Pull - out Load versus Uplift Deflection for a 6 - inch Arrowhead Anchor . 117 ...
Page 45
... uplift deflection " is sometimes used to designate the the displacement in the direction of the applied load . Pull - out capacity is discussed separately for cohesive and granular soils , since anchor behavior differs for the two types ...
... uplift deflection " is sometimes used to designate the the displacement in the direction of the applied load . Pull - out capacity is discussed separately for cohesive and granular soils , since anchor behavior differs for the two types ...
Page 68
... deflection under uplift cyclic loads was slight [ 5 ] . Another possible failure condition that may occur with a mobile home anchor under dynamic or cyclic loading could be caused by the phenom- enon known as liquefaction . This ...
... deflection under uplift cyclic loads was slight [ 5 ] . Another possible failure condition that may occur with a mobile home anchor under dynamic or cyclic loading could be caused by the phenom- enon known as liquefaction . This ...
Page 99
... deflection curves . The displacement of the anchor head , herein referred to as uplift deflection , observed in a typical test is shown in figure 7.1 . The test data presented ( source of this information has not been identified at the ...
... deflection curves . The displacement of the anchor head , herein referred to as uplift deflection , observed in a typical test is shown in figure 7.1 . The test data presented ( source of this information has not been identified at the ...
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Common terms and phrases
anchor capacity Anchor Installation anchor plate anchor pull-out capacity anchor rod anchor shaft anchor spacing anchoring systems angle arrowhead anchor ASTM blow count capacity of anchors classification cohesive soils concrete correlation cyclic loading D/B ratio dense sands Double Anchor factor of safety field tests geotechnical engineering granular materials granular soils Gravel Ground Anchors grout Hardpan heave helix anchor holding capacity hole inches increases load tests Load versus Uplift Medium dense mobile home anchor NFPA Ontario Hydro percent performed Pull-out Capacity versus pull-out factor Pull-out Load versus Pull-out Resistance relative density Report Research rock anchor saturated Screw Anchor shear strength shown in figure silts soil anchors soil and rock SOIL CLASS Soil Mechanics Soil Test Probe soil types Standard Penetration Test strength of cohesive Test Probe torque tie-down triangular anchor type of anchor U.S. Army versus Uplift Deflection vertical wind