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 13
Page 3
... subjected to winds of sufficient intensity and duration to cause damage to mobile homes [ 39 , 46 , 71 , 78 ] . Areas adjacent to the oceans and the Gulf of Mexico may be subjected to hurricane - force winds . Furthermore most areas ...
... subjected to winds of sufficient intensity and duration to cause damage to mobile homes [ 39 , 46 , 71 , 78 ] . Areas adjacent to the oceans and the Gulf of Mexico may be subjected to hurricane - force winds . Furthermore most areas ...
Page 4
... subjected to these winds . Twelve of the 26 mobile homes were anchored . Eleven of these suffered less than $ 1,000 damage while the 12th suffered approximately $ 1,500 damage . Of the 14 mobile homes that were not anchored , 11 were ...
... subjected to these winds . Twelve of the 26 mobile homes were anchored . Eleven of these suffered less than $ 1,000 damage while the 12th suffered approximately $ 1,500 damage . Of the 14 mobile homes that were not anchored , 11 were ...
Page 5
... subjected to the windstorm . The 4 mobile homes that were tied down suffered nominal damage , while the 2 units that were not tied down were completely destroyed ; one rolled over and one blew away . One June 12 , 1972 , in Hurricane ...
... subjected to the windstorm . The 4 mobile homes that were tied down suffered nominal damage , while the 2 units that were not tied down were completely destroyed ; one rolled over and one blew away . One June 12 , 1972 , in Hurricane ...
Page 31
... subjected to extreme wind or flood conditions . Safety factors against sliding and overturning should not be less than 1.5 and factors against bearing capacity failures not less than 2 . Examples of such tie - down systems are shown in ...
... subjected to extreme wind or flood conditions . Safety factors against sliding and overturning should not be less than 1.5 and factors against bearing capacity failures not less than 2 . Examples of such tie - down systems are shown in ...
Page 66
... subjected to reversed loading , that is , both pull out or tension and a compression load . Typically , the loads on an anchor will be in tension only . Generally it can be said that the shear strength of the soil ( and therefore the ...
... subjected to reversed loading , that is , both pull out or tension and a compression load . Typically , the loads on an anchor will be in tension only . Generally it can be said that the shear strength of the soil ( and therefore 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