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CONCRETE DIMENSIONSD -A (D >12')
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Base Pressure Resist. Overturn. Concrete
Heighf Moment Moment S.F. Height Size- Six*. Sfen
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C at Toe I of Heel M. M. M• per h� SPoc- Spot- len tM(R.1 Ih.) (h.l (h.) (ft.) (PsFI - 9 Spoc- Steel at Base
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LOW WALLS I LOW WALLS-Dowels only-Flo Splices
] 1'•9' 0'•4' 0'-10, 0'.7' 860 19 0728 0.269 2.707 4.25 3 /3 Q 18 01•8 /3 x 1'-3 2- 0'-5' 0'-10' 0'•9' 1077 0 1.340 0.539 2.487 S SO 4 /3®18 0'-9 ®18 r!®9 7.4 0.007-
0'•5' 0'-10' 1'-S' 1710 0 2.358 0.948 2 489 6.84 S /3®I B 01•9 (h• _ - /3 x 1'-8 ®18 /!@ 9 8.4 0.015
- /3 x 2'-2 ®18 ¢4®10 9.d 0.030
6 /3®18 1'-0 less _
6 3'•3' 0'-B' 0'-10' 1'•9' 1325 J1 ].966 iS23 2.604 8.25 7 /3®I3 1'-4 top _ - - /3 x 2'-9 ®18 14 @ 9 11.3 0.052
]'-10 1'-0' 0'-10' 2'-0' 1311 126 &114 2.294 2.665 9.66 B /3®11 1'_5 cover) - - /3 x 3'-4 ®18 i4®9 15.0 0.08!
1'-1' 0'-10, 2'-4' 1308 93 8.386 3.290 2.549 10.92 9 /3®7 1•.S 2,9 - /3 x 3'•9 ®I8 /4(�10 1 S.0 .0.126
!'•9' 1'•I. 0'•10, 2-10' 1720 79 I1.d00 4 S79 2336 12.23 10 ®9y4 1'•8 J,-0 - /3 x 4'-3 ®12t/2 i4@ 10 15.2 0.180
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0 S'-4 1'-4' 0'-10, 3'-2' 1754 153 15.823 6.069 2.607 13.66 - /3 x 4'-10(d}9%2 /4(�10 18.4 0.249
HIGH WALLS NIGH WALLS-Class B Tension Lap Splices
10 /4®9 1'•1I ]'-S V-3 /3®9 Y-1 /4 x Y-0
10 Y•4' 1'-4' 11•1. 2'41' 1747 173 16.405 6.499 2.524 13.27 11 F4®9 2'-2 31.5 1'•] ®18 i3 @ 13 26.8 0.175
if 51•10, 1'-6' 1'-2' Y-2• 12 /4 t N @ 9 3'-d /4 x 5'-0 @ 17 i5 @ 13 30 1 0.22J
12 61-61 1907 17S 21.289 8.309 2302 15.27 ®B h 2'-4 7'-I 1 I'-] /4 x S'-0 ®16 i5(d 13 30.1 0.278
1'-8' 1'-2' 3'4' 2005 251 28.551 19.896 2.620 17.58 /a®7 2'-5 4'-2 1'-3 /3®7t/z 6'-3 /4 x S'-0 12
13 7'-0' 11•8' 1'-3' 4'-2' 2237 224 35789 13.692 2.614 19.83 14 /5®9 2'-10 4'-8 1'_8 s C°) i5(o}17 J4 6 0 3t0
14 7'-8' 2'•1' I'-J' 4'-4' 2232 335 45.394 16.930 2.681 22.42Is /3®6/z 6'-10 /3 x Y-7 ®17 i3(d 13 41.0 0.410
16 /5�71/� 2'-10 4'-11 1'B /4(c�9 7 4 /Sx5'-I1®I]%z t5@13 48.2 0.487
1S 6'-1' 2'.1' 1%4' 4'-9' 2510 275 33.944 20.641 2.613 24.81 /5®0S 3'-0 5'-3 1'-9 /4®8 7'-9
17 /6®4 3'-2 Y-8 21-0 /S x 6'-3 ®11%= i5 @ 13 54.8 0."5
16 11,4, F2'-6-
1'-4' S'-0' 2741 230 63AO9 24.859 2331 27.33 is /d®7 ]'-3 Y-I 1 2'-2 /51@ 9 8'-d /6 x 6'-11®I! i5 @ 12 68.9 0.766
17 9'-0' I'-S' S'-S' 2949 218 7S.313 29.616 234] 30.08 19 A®8 ]'-S 6'6 2.9 /3®9t 8'-I 1 /6 x 7'-7 ®12 :S(d 12 767 0.766
11 9'-6' I'•S' Y-9' 3157 206 88.622 34.943 2.536 32.96 20 17®7 3'-d 6'•11 2'-9 /309/= 9'-4' /7x8'-S ®12 iS6%I1 89.9 0.876
19 10'•2' 1'-6' 6'•3' 3254 283 106717 40.874 2.611 36.20M®9 10-0 /7 x B'-8 (d 12 i5(�I120 10'-S' 1'-6' 6'4' 3600 146 117.866 47.441 2.484 38.96 MIN 9• i Q
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BASE SHORT (y2) -0-3ARS-TABULATED Iv
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Puneoe PROJECT: SHEET NO.
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