cant. type retaining wall
TRANSCRIPT
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PROJECT No.: 0301 PROJECT : ASAHI SONGWON COLORS LIMITED A
DONE BY : Brijesh SUBJECT : RCC RETAINING WALL ( CANTILEVER
(I) DESIGN DATA: Soil Properties:
Hr 12.500 (m) G 17.000 (kN/m^3)
Surcharge 0.000 (kN/m^2) Phi 30.000 (degrees)
Fy 415 (N/mm^2) Phi1 20.000 (degrees)
Fck 25 (N/mm^2) SBC 200.000 (kN/m^2)
Eff.Cover 40 (mm) MEU 0.450
Ka 1.000
Df 0.000 (m)
Assumed Df 2.500 (m)
(II) FORCES AND MOMENTS:
Overturning Forces: Resisting Forces:
Force Dist @ A Moment Force Dist.@A Moment
(kN/m) (m) (kN*m/m) (kN/m) (m) (kN*m/m)
(i) 1912.500 5.000 9562.500 584.375 10.750 6282.031
(ii) 0.000 7.500 0.000 5.313 11.167 59.323
(iii) 175.313 9.000 1577.813
(iv) 330.000 7.500 2475.000
(v) 247.500 8.500 2103.750
(vi) 75.000 8.250 618.750
(vii) 168.000 3.500 588.000
(viii) 105.000 4.667 490.000
(ix) 60.000 10.750 645.000
(x) 7.500 10.333 77.500
---------------- ---------------- --------- ----------------
TOTAL 1912.500 9562.500 1758.000 14917.167
=TOF =TOM =TRF =TRM
(III) STABILITY CALCULATIONS :
y 3.046 (m)
e 2 954 (m)
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Req Tmax (m) 2.134 0.878 2.360 0.095
Tmax (m) 2.250 1.250 2.500 1.109
Tmin (m) 1.000 1.000 1.000k (N/mm^2) 1.842 0.968 1.826 0.004
Pt (%) 0.563 0.281 0.558 0.001
Ast (cm^2) 124.400 34.056 137.147 0.110
Dia (mm) 32 25 16 16
Spacing (mm) 50 125 0 18225
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PADRA PAGE No.: 1
YPE ) RW - 1 DATE : 10-Dec-14
Analysis of Toe
p1 (kN/m^2) 362.889
p2 (kN/m^2) 110.435
Force LeverArm Moment
(kN/m) (m) (kN*m/m)
(i) 773.046 3.500 2705.662
(ii) 883.588 4.667 4123.410
(iii) -168.000 3.500 -588.000
(iv) -105.000 2.333 -245.000
---------------- ---------------- --------------------
1383.634 5996.073
Analysis of Heel
p1 (kN/m^2) 20.273
p2 (kN/m^2) -69 889
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(kN/m) (m) (kN*m/m)
(i) 1607.031 4.583 7365.560
(ii) 0.000 6.875 0.000
---------------- ---------------- --------------------
1607.031 7365.560
SMPS CONSULTANTS ARCHITECTS & ENGINEERS
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