801 HOYT AVE 2016-01-01 MF Import

Voelker Engineering, 1211 Market Street Kirkland, WA 98033 Inc. 05/06/93 Jbb � ` 3� � Sheet Z, Wall Height = 6.25 ft ************•k*****************#* Retaining Wall, Ver 2.0 ------------------INPUT DATA----------•----------- Stem H= 5.25 (ft) F'c = 2500 (psl) Stem T = 8.00 (in) 40 (ksi) Fta. Th= 12.00 (in) FEFP 50 (paf) Ftg Width 3.00 (ft) Passive= 350 (pcf) Toe= 0.50.(ft) Surch. = 0�osf). At Hee1= 1.83 (ft) Coef F= 0.4 Friction H1 = 1.00 (ft) Axial P= . 0.00 (kips) Key = 0.00 (in) Soil wt= 120 (pcf) -------'--------OUTPUT---------------------- --- overturning Moment 2.03 (k-ft) Horz Sliding Force Resisting Moment 3.53 Resist. Friction Resist. Passive S.F.= 1.74 <--- S.F._: Soil Pressure 2.13 (ksf) <--- Design Moment in.stem ------------------------ g 0.00 (ft) -- �`4 @ p = 6.25 (in) #5 @ Mu = 2.05 (k-ft) i�6 @ Req'd As 0.11 (in'2/ft) g = 2.50 (ft) � = 6.25 (in) Mu = 0.29 (k-ft) Req'd As 0.02 (in"2/ft) Design Moment in HPel ------------------(--�----- D 9.75 ln Mu = 1.84 (k-ft) Req'd As 0.06 (in"2/ft) Design Moment in Toe --------------------------- D = 8.75 (in) Mu = 0.34 (k-ft) Req'd As 0.01 (in"2(ft) C (ft) 0.98 (kips) 0.88 - 0.70 - 1.61 <--- ,' Resultant is Outside Kern 21.6 in o.c. 33.5 in o.c. 47.6 in o.c• �4 @ 152.4 in o.c. #5 @ 236.3 in o.c. #6 @ 335.3 in o•c• #4 @ 38.1 in o.c. #5 @ 59.0 in o.c. #( @ 83.7, in o.c. #7 @ 114.2 in o.c. #4 @ 183.5 in o.c. ,�5 @ 284.4 in o.c. #6 @ 403.7 in o.c. Longitudinal Footing Reinforcement__ Minimum Steel Requirements .0018 x Area of Footing Required As = 0.78 in"2 3.9 #4 bars Max � = 0.0232 Steel % = 0.0015 Steel % = 0.0002 Steel � = 0.0005 Steel � = o.000l