HomeMy WebLinkAbout064-350-022PROJECT : SOLAR DESIGN HOMES
JOB NO. : 6384
DATE : 8/1986
CALC'S BY : FLT
FLT EN8INEERING
' � 5790 CLARK ROAD
- /
' 'PARADISE, CA
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SUBJECT: CONCRETE RETAINING - BEARING WALL
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WALL DESIGN:
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ALL CALCULATIONS ARE IN UNITS/LN. FT.
(916)' 872-0254
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SHEET� — OF �
GRADE SLOPE RATIO:
SOIL EQUIVALENT FLUID PRESSURE (PSF):
SURCHARGE (FEET): WHEEL LOAD
YIELD STRENGTH REINF. (KSI):
ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI):
GRAVITY LOAD - DEAD LOAD (KIP)
- LIyE LOAD (KIP)
OVERALL HEIGHT OF THE WALL - Hw (FEET):
OVERALL HEIGHT OF THE SOIL - Hr (FEET):
THICKNESS OF WALL - T (INCHES):
COEFFICIENT - a :
. �
�
LEVEL
30
1
40
2000
0.11
^0.62
'8 ��
~- '
9 .
6
1.46
TOTAL EARTH PRESSURE - Fhr (KIP): 1.22
REACTION @ TOP OF WALL - Rt (KIP): 0.46
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Addit tonal Informattotl
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