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 19
Page ix
... Curve by Harris [ 46 ] . - Anchorage Requirement 93 Figure 6.9 Relationship Between Anchor Spacing and_Anchorage Requirement for the Pull on One Anchor [ 46 ] . • 94 Figure 6.10 Anchor Spacing Chart , Type A and AA Anchors ( 6 - inch ...
... Curve by Harris [ 46 ] . - Anchorage Requirement 93 Figure 6.9 Relationship Between Anchor Spacing and_Anchorage Requirement for the Pull on One Anchor [ 46 ] . • 94 Figure 6.10 Anchor Spacing Chart , Type A and AA Anchors ( 6 - inch ...
Page 14
... curves for various types of anchors in various soil types were obtained from the geotechnical engineering literature as well as from various commercial anchor companies that were contacted . Where applicable , pull - out capacity is ...
... curves for various types of anchors in various soil types were obtained from the geotechnical engineering literature as well as from various commercial anchor companies that were contacted . Where applicable , pull - out capacity is ...
Page 36
... curves of manufacturers of anchors in the United States has been confirmed by telephone companies [ 90 ] . The power companies may use anchors to guy large transmission towers and their load requirements are up to 20 times the load ...
... curves of manufacturers of anchors in the United States has been confirmed by telephone companies [ 90 ] . The power companies may use anchors to guy large transmission towers and their load requirements are up to 20 times the load ...
Page 47
... curve . Following the arrows , a pull - out factor N1 of 6.5 is obtained that would be used in equation 1. It can be seen from figure 5.1 , that below a certain depth the pull - out capacity of anchors is independent of depth ; this is ...
... curve . Following the arrows , a pull - out factor N1 of 6.5 is obtained that would be used in equation 1. It can be seen from figure 5.1 , that below a certain depth the pull - out capacity of anchors is independent of depth ; this is ...
Page 48
... Vesic ( Compressible ) Recommended Curve 1 2 3 4 5 6 7 8 9 10 DEPTH TO BREADTH RATIO , D / B Figure 5.1 Pull - out factor N Cohesive Soils [ 33 ] u3 versus D / B Ratio for anchor . However , if a larger anchor plate or 48.
... Vesic ( Compressible ) Recommended Curve 1 2 3 4 5 6 7 8 9 10 DEPTH TO BREADTH RATIO , D / B Figure 5.1 Pull - out factor N Cohesive Soils [ 33 ] u3 versus D / B Ratio for anchor . However , if a larger anchor plate or 48.
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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