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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Page 8
... FOOTING , MIN . SIZE 16 × 16 × 6 INCHES [ Recommendation 3 ) OVER THE COACH TIES FASTENED SECURELY TO TOP CORNER . ( Recommendation 7 ) OVER THE COACH TIES 1/4 " DIAMETER WIRE ROPE OR EQUAL . [ Recommendation 6 ) ... Footings beneath 8.
... FOOTING , MIN . SIZE 16 × 16 × 6 INCHES [ Recommendation 3 ) OVER THE COACH TIES FASTENED SECURELY TO TOP CORNER . ( Recommendation 7 ) OVER THE COACH TIES 1/4 " DIAMETER WIRE ROPE OR EQUAL . [ Recommendation 6 ) ... Footings beneath 8.
Page 9
... Footings beneath blocking should be firm , in good condition , and not less than 16 x 16 inches ( 0.41 x 0.41 m ) in plan dimension . Footing thickness should be a minimum of 6 inches ( 0.15 m ) . If a concrete slab at least as wide and ...
... Footings beneath blocking should be firm , in good condition , and not less than 16 x 16 inches ( 0.41 x 0.41 m ) in plan dimension . Footing thickness should be a minimum of 6 inches ( 0.15 m ) . If a concrete slab at least as wide and ...
Page 31
... footings similar to those used for conventional single - family homes or any other suitably durable system capable of resisting the vertical and horizontal forces exerted by the mobile home when subjected to extreme wind or flood ...
... footings similar to those used for conventional single - family homes or any other suitably durable system capable of resisting the vertical and horizontal forces exerted by the mobile home when subjected to extreme wind or flood ...
Page 68
... footing was cycled 5 times between approximately 30 and 60 percent of the estimated ultimate load capacity . Two other cyclic tests were performed on footings 2 ft ( 0.61 m ) in diameter both at a depth of 6 ft ( 1.8 m ) . In all of ...
... footing was cycled 5 times between approximately 30 and 60 percent of the estimated ultimate load capacity . Two other cyclic tests were performed on footings 2 ft ( 0.61 m ) in diameter both at a depth of 6 ft ( 1.8 m ) . In all of ...
Page 137
... Footings in Fissured Clay , " Ontario Hydro Research Quarterly , Vol . 22 , No. 1 , First Quarter , 1970 , pp . 10-16 . Adams , J. I. , and Radhakrishna , H. S. , ( 1976 ) " The Uplift Capacity of Footings in Transmission Tower Design ...
... Footings in Fissured Clay , " Ontario Hydro Research Quarterly , Vol . 22 , No. 1 , First Quarter , 1970 , pp . 10-16 . Adams , J. I. , and Radhakrishna , H. S. , ( 1976 ) " The Uplift Capacity of Footings in Transmission Tower Design ...
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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