4828 DELAWARE AVE 2024-11-01 - Laserfiche WebLink

10/14 SUMMARY OF RESULTS ************************************************** DIMENSIONS : Stem Height = 9. 00 ft. Heel Length = 0. 33 ft. Stem Thick. @ Top = 8 . 00 in. Toe Length = 0 . 33 ft. Stem Thick. @ Ease = 8 . 00 in. Total Ftg. Width, B = 1 . 33 ft. Footing Thickness = 7 . 00 in. Key Depth = 0 . 00 ft. Key Width = 0 . 00 ft. ANALYSIS RESULTS : Max Erg Press . @ Toe = 474 psf. Sliding Force = 0 Lb @ Heel = 1, 523 psf . Resisting Force = N/A Allowable Erg. Press . = 2, 000 psf. F.O.S. = N/A Resultant Loc From C.L.= -0 . 12 ft. Overturn. Moment = 0 ft-lb Kern Point Loc. , B/6 = 0 .22 ft. Resisting Moment = 1, 032 ft-lb Limit Resultant To Mid 1/3? = N/A F.O.S. = N/A DESIGN RESULTS : Design Method, Stem: USD, ACI 318-11 (Concrete) Ftg. : Ultimate Strength ACI 318-11 d Mu Vu Phi Vn As Flex. As Min. As T+S (in. ) (ft-k) (kip) (kip) (inA2) (in^2) (in^2) Stem : 5 . 75 0 . 08 1. 40 5 . 18 0. 034 0 . 004 0. 206 Toe 3 . 75 0 .04 0. 01 3 . 38 0 . 002 0 . 003 0. 151 Heel : 4 . 75 -0 . 03 -0. 17 4 . 28 0. 001 0 . 002 0. 151 Key 0 . 00 0 . 00 0. 00 0. 00 0 . 000 0 . 000 0. 000 Notes: 1 . Stem moments are positive if they cause tension on the soil face . Negative if they cause tension on the outside face . Stem shear is positive to the left as measured on a section cut below the top of wall . 2 . Heel moments are positive if they cause tension in the top of the footing. Heel shear is positive up as measured on a section cut to the right of the end of the heel . 3. Toe moments are positive if they cause tension in the bottom of the footing. Toe shear is positive up as measured on a section cut to the left of the end of the toe. 1/10/2018 4 : 36 PM 4 of 8