Unformatted text preview: o FS will limit settlement to elastic range, help to avoid creep Applied Load. P Pull B = Foundation Diameter P = Applied Load II = Settlement D = Foundation Depth A = Foundation Cross-Section Area E = Foundation Modulus of Elasticity = (200.000 MPa) 29.000,000 Iblin. 2 for Steel = 4700. .q; MPa or S7.000~ Ib/in. 2 for Concrete = (I ].000MPa) 1.600,000 Iblin. 2 for Pine or Fir f; = 28 day compressive strength (MPa. Iblin. 2 ) 0.15 in (4 mm) + l~O...
View Full Document
This note was uploaded on 02/10/2012 for the course CEG 4012 taught by Professor Staff during the Fall '08 term at University of Florida.
- Fall '08