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•
ETAINING WALL PROGRAM :. GREEN SITE 4' (1:2)
T 1: K(HORIZ) = 30 PCF K(VERT) = 0 PCF.
RETAINED SOIL = _3.5 FT .
SLOPE OF BACKFILL = 1 vert TO 9999 horiz
MAX. SOIL BEARING PRESSURE = ..2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
_ESULTS OF COMPUTER DESIGN:
Footing Width (total) = 2.5 feet.
Footing Thickness = .10 inches.
Footing Toe = 6 inches.
Footing Heel = 1.5 feet.
Wall Thickness = 6 inches.
Wall Height (max) = 4 feet.
Factor of Safety (Overturning) = 2.950065
Factor of Safety (Sliding) .= 1.556992
Overturning moment = 564.6129 lb.ft.
Thrust = 350.4385 lb.
Retaining Moment = 1665.645 lb.ft.
Total Weight = 1212.511 lbs.
Max. Soil Bearing Pressure = 883.0276 psf.
Volume of Concrete per ft = .1512346 C.Y. /FT.
Volume of Backfill per ft = .2222264 C.Y. /ft.
WALL STEEL 1 ft from the top = 7.087805E -04 in.sq. /ft.
WALL STEEL 2 ft from the top = 5.673808E -03 in.sq. /ft.
WALL STEEL 3 ft from the top = 1.919214E -02 in.sq./ft.
WALL STEEL 4 ft from the top = 4.569748E -02 in.sq. /ft.
Maximum Allowable Steel Area = 1.336402 in.sq /ft.
#4 VERTS AT 52 IN O /C.
#5 VERTS AT 81 IN O /C.
#6 VERTS AT 115 IN 0 /C.
#7 VERTS AT 157 IN O /C.
#8 VERTS AT 207 IN O /C.
HEEL Steel (top) = 2.400171E-02 in. sq /ft .",`
#4 TRANSVERSE (TOP) 99 IN O /C. ;
#5 154 IN O /C. 03111 PE 4' •
#6 219 IN 0 /C. �--
#7 299 IN 0 /C.
#8 394 IN O /C.
• r ‘41‘
(bottom) Steel bottom) = 1.13.2153E -02 in.sq /ft. f
#4 HOOKS AT 211 IN O /C. CQV�
#5 328 IN 0 /C.
#6 466 IN O /C. EXP. DATE: 12I 9 d_ _..,...
#7 635 IN O /C.
#8 837 IN 0 /C.
Temperature Steel: Wa11 Horiz: Footing Longit:
#4 H. AT 13 IN 0 /C. ( 4 ) #4 CONT.
#5 H .AT 20 IN "0/C. ( 2 ) # CONT.
•
,
2ETAINING .WALL PROGRAM: GREEN SITE WALL ( (III-2
K(HORIZ) = 30 PCF K(VERT) = 0 PCF.
RETAINED SOIL HEIGHT = 7.5 FT.
SLOPE OF BACKFILL = 1 vert TO 2 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
2ESULTS OF COMPUTER DESIGN:
Footing Width (total) = 7 feet.
Footing Thickness = 12 inches.
Footing Toe = 8 inches.
Footing Heel = 5.5 feet.
Wall Thickness = 10 inches.
Wall Height (max) = 8 feet.
Factor of Safety (Overturning) = 3.288353
Factor of Safety (Sliding) = 1.565867
Overturning moment = 8111.172 lb.ft.
Thrust = 2070.938 lb.
Retaining Moment = 26672.4 lb.ft.
Total Weight = 7206.25 ibs.
Max. Soil Bearing Pressure = 1845.054 psf.
Volume of Concrete per ft = .5061729 C.Y. /FT.
Volume of Backfill per ft = 1.909722 C.Y. /ft.
WALL STEEL 2 ft from the top = 3.067365E -02 in.sq./ft.
WALL STEEL 4 ft from the top = .1024582 in.sq. /ft.
WALL STEEL 6 ft from the top = .2345496 in.sq. /ft.
WALL STEEL 8 ft from the top = .4493593 in.sq. /ft.
Maximum. Allowable Steel Area = 2.672804 in.sq /ft.
#4 VERTS AT 5 IN 0 /C.
#5 VERTS AT 8 IN 0/C.
#6 VERTS AT 11 IN 0 /C.
#7 VERTS AT 16 IN 0 /C.
#8 VERTS AT 21 IN 0 /C.
HEEL Steel (top) _ .2156377 in.sq /ft. e
#4 .TRANSVERSE (TOP) 11 IN 0 /C. ?•
• ly
#6 24 IN 0 /C. 4 P "1i
#7 33 IN 0 /C.
#8 43 :IN 0 /C.
TOE Steel (bottom) = .0321597 in. sq /ft . 4 r s
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#4 HOOKS AT 74 IN 0 /C. 4 ,�
/ O L
#5 115 IN 0 /C.
#6 164 .IN 0 /C. 12W/
#7 223 IN 0 /C. SIP. DATA:
#8 - 294 IN 0 /C.
Temperature Steel: Wall Horiz: Footing Longit:
##4 H AT 8 IN 0 /C. ( 11 ) #4 CONT.
#5 "H ,AT 12 IN 0 /C. ( 7 ) #5 CONT.
RIZ
ZETAINING WALL PROGRAM: GREEN SITE (4' FLAT)
)'7 K(HORIZ) = 30 PCF . K(VERT) = 0 PCF.
RETAINED SOIL HEIGHT = 3.5 FT.
SLOPE OF BACKFILL = 1 vert TO 9999 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
.ESULTS OF COMPUTER DESIGN:
Footing Width (total) = 2.5 feet.
Footing Thickness = 10 inches.
Footing Toe = .6 inches.
Footing Heel = 1.5 feet.
Wall Thickness = 6 inches.
Wall Height (max) = 4 feet.
Factor of Safety (Overturning) = 2.950065
Factor of Safety (Sliding) = 1.556992
Overturning moment = 564.6129 lb.ft.
Thrust = 350.4385 ib.
Retaining Moment = 1665.645 lb.ft.
Total Weight = 1212.511 lbs.
Max. Soil Bearing Pressure = 883.0276 psf.
Volume of Concrete per ft = .1512346 C.Y. /FT.
Volume of Backfill per ft = .2222264 C.Y. /ft.
WALL STEEL 1 ft from the top = 7.087805E -04 in.sq. /ft.
WALL STEEL 2 ft from the top = 5.673808E -03 in.sq. /ft.
WALL STEEL 3 ft from the top = 1.919214E-02 in.sq. /ft.
WALL STEEL 4 ft from the top = 4.569748E -02 in.sq./ft.
Maximum Allowable Steel Area = 1.336402 in.sq /ft.
#4 VERTS AT 52 IN O /C.
#5 VERTS AT 81 IN O /C.
#6 VERTS AT 115 IN O /C.
#7 VERTS AT 157 IN O /C.
#8 VERTS AT 207 IN O /C.
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HEEL Steel (top) = 2.400171E -02 in.sq /ft. , ; r< . .. -
#4 TRANSVERSE (TOP) 99 IN O /C. s" u ot,3 : e 0
#5 154 IN O /C. -'''` 46 4,
#6 219 IN O /C.
#7 299 IN O /C.
#8 394 IN O /C.
TOE Steel (bottom) = 1. -02 in.sq /ft.
#4 HOOKS AT 211 IN O /C. � 9 CO+,
#5 328 IN O /C.
#6 466 IN 0/C. P. I 3AT.E: i?J31i _.._..
#7 635 IN O /C.
#8 837 IN O /C.
fTemperature.Steel: Wall Horiz: Footing Longit:
#4 H AT 13 IN O /C. ( 4 ) #4 CONT.
#5 H,AT 20 IN O /C. ( 2 ) #5 CONT.
IZAIS -4°
2ETAINING WALL: PROGRAM: GREEN SITE (6' FLAT)
K(HORIZ) = 30 PCF K(VERT) = 0 PCF.
RETAINED SOIL HEIGHT = 5.5 FT.
SLOPE OF BACKFILL = 1 vert TO 9999 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
ESULTS OF COMPUTER DESIGN:
Footing Width (total) = 3.5 feet.
Footing Thickness = 10 inches.
Footing Toe = 6 inches.
Footing Heel = 2.5 feet.
Wall Thickness = 6 inches.
Wall Height (max) = 6 feet.
Factor of Safety (Overturning) = 2.806646
Factor of Safety (Sliding) = 1.533816
Overturning moment = 1595.569 lb.ft.
Thrust = 700.4679 lb.
Retaining Moment = 4478.196 lb.ft.
Total Weight = 2387.531 lbs.
Max. Soil Bearing Pressure = 1316.708 psf.
Volume of Concrete per ft = .2191358 C.Y. /FT.
Volume of Backfill per ft = .5555671 C.Y. /ft.
WALL STEEL 1.5 ft from the top = 2.392946E -03 in.sq. /ft.
WALL STEEL 3 ft from the top = 1.919406E -02 in.sq. /ft.
WALL STEEL 4.5 ft from the top = 6.528641E -02 in.sq. /ft.
WALL STEEL 6 ft from the top = .1571648 in.sq. /ft.
Maximum Allowable Steel Area = 1.336402 in.sq /ft.
#4 VERTS AT 15 IN O /C.
#5 VERTS AT 23 IN O /C.
#6 VERTS AT 33 IN 0/C.
#7 VERTS AT 45 IN 0 /C.
#8 VERTS AT 60 IN 0 /C.
HEEL Steel (top) = .1253428 in.sq/ft.
#4 TRANSVERSE (TOP) 19 IN O /C. "
#5 29 IN 0/C. :1r# 1PE
#6 42 IN O /C.
#7 57 IN O /C.
#8 75 IN O /C.
0
TOE Steel (bottom) = 1.6.88187E -02 in.sq/ft. 1> . r
#4 HOOKS AT 142 IN O /C:
#5 220 IN O /C. EXP. DATE: 12411
#6 312 .IN 0 /C.
#7 426 IN 0 /C.
#8 561 IN O /C.
Temperature Steel: Wall Horiz: Footing Longit:
#4 H.AT 13 IN O /C. ( 5 ) #4 CONT.
#5 H AT 20 IN O /C. ( 3 ) #5 CONT.
w
2ETAINING WAIPROGRAM : GREEN SITE (8' FLAT)
K(HORIZ) = 30 PCF K(VERT) = 0 PCF.
. RETAINED SOIL HEIGHT = 7.5 FT.
SLOPE OF BACKFILL = 1 vert TO 9999 horiz
MAX. SOIL BEARING PRESSURE = 2500 PSF.
STRENGTH DATA GIVEN: Concrete 3000 psi. Rebar ASTM Grade 40
2ESULTS OF COMPUTER DESIGN:
Footing Width (total) 4.833334 feet.
Footing Thickness = 12 inches.
Footing Toe = 8 inches.
Footing Heel = 3.5 feet.
Wall Thickness = 8 inches.
Wall Height (max)— = 8 feet.
Factor of Safety (Overturning) = 3.068396
Factor of Safety (Sliding) = 1.60175
Overturning moment = 3645,426 lb.ft.
Thrust = 1215.095 lb.
Retaining Moment = 11185.61 lb.ft.
, Total Weight = 4325.062 lbs.
Max. Soil Bearing Pressure = 1642.763 psf.
Volume of Concrete per ft = .3765432 C.Y. /FT.
Volume of Backfill per ft = 1.03706 C.Y. /ft.'
WALL STEEL 2 ft from. the top = 3.781624E -03 in.sq./ft.
WALL STEEL 4 ft from the top = 3.033711E -02 in.sq. /ft.
WALL STEEL 6 ft from the top = .1032315 in.sq./ft.
WALL STEEL 8 ft from the top = .2487205 in.sq./ft.
Maximum Allowable Steel Area = 2.004603 in.sq /ft.
#4 VERTS AT 9 IN 0 /C.
#5 VERTS AT 14 IN O /C.
#6 VERTS AT 21 IN O /C.
#7 VERTS AT 28 IN O /C.
#8 VERTS AT 38 IN 0 /C.
HEEL Steel (top) _ .2000149 in.sq /ft. y ROF ".
#4'TRANSVERSE (TOP) 11 IN O /C.
#5 18 IN O /C. '` �
#6 26 IN. O /C. j4v own d
#7 35 IN 0 /C. •
#8 47 IN O /C. .
TOE Steel (bottom) = 2.863372E -02 in.sq/ft. T , r "N �� '
#4 HOOKS AT 83 IN O /C.
#5 129 IN O /C. CON
#6 184 IN 0 /C.
#7 251 IN O /C. • Ems, DATE: 41j
#8 331 IN O /C..
Temperature Steel: Wall Horiz: Footing Longit:
• #4 H AT 10 IN O /C. ( 7 ) #4 CONT.
#5 H AT 15 IN O /C. ( 5 ) #5 CONT.