PERMFILE65747

• Permit No: M2003037
• IBM Index Class Name: Permit File
• Doc Date: 9/3/2003
• Doc Name: Preliminary Adequacy Response
• From: Banks and Gesso LLC
• To: DMG
• Media Type: D
• Archive: No

water =orce on rignc sine = u ac r= J/4L.leG
Water force on left side = 0 at Y= 5800
First slice No. = 1 Last Slice No. 28
There are no explicit external forces in the data set.
Reinforcement Horizontal Reinforcement Max Tension
Layer Extents Layer per unit
No. X1 < -------> X2 Elevation width
Reinf. Soil X-000rd of Total Pore Force used
Layer Mat'1 Slip surface Vertical Pressure per unit
No. No. Intersection Stress width
Slice Width Vertical Pore Tan Alpha Tan Phi Weight TL(I)
No. Stress Pressur e
1 1.736 127.39 0 1.45775 .44522 221. 24 69655 .64
2 1.736 377.34 0 1.42120 .44522 655. 34 119117 .8
3 1.956 663.65 0 1.36428 .57735 1298. 73 191893 .9
4 1.956 984.33 0 1.34735 .57735 1926. 30 264619
5 1.956 1296.52 0 1.31192 .57735 2537. 23 374867 .4
6 1.956 1600.68 0 1.27849 .57735 3132. 46 462834 .6
7 1.956 1897.10 0 1.24655 .57735 3712. 55 548545 .8
8 1.956 2186.21 0 1.21611 .57735 4278. 31 632138 .9
9 1.956 2468.34 0 1.18692 .57735 4830. 43 713716
ZO 1.956 2743.73 0 1.15872 .57735 5369. 35 793344 .7
11 1.956 3012.67 0 1.13203 .57735 5895. 67 871109 .8
12 1.956 3275.41 0 1.10608 .57735 6409. 83 947078 .9
13 1.956 3532.22 0 1.08137 .57735 6912. 46 1021345
14 1.5 3629.29 0 1.05989 .57735 5443. 94 804365 .4
15 1.5 3568.43 0 1.04199 .57735 5352. 65 790877 .1
16 1.996 3415.89 0 1.02178 .57735 6818. 34 1007439
17 1.996 3170.03 0 .99952 .57735 6327. 59 934928 .9
18 1.996 2918.90 0 .97775 .57735 5826. 32 860863 .1
19 1.996 2662.61 0 .95671 .57735 5314. 75 785276 .6
20 1.996 2401.46 0 .93641 .57735 4793. 47 708255 .9
21 1.996 2135.39 0 .91659 .57735 4262. 37 629783 .5
22 1.996 1864.68 0 .89727 .57735 3722. 03 549945 .9
23 1.996 1589.53 0 .87892 .57735 3172. 80 468795 .1
24 1.996 1309.86 0 .86058 .57735 2614. 57 386313 .5
25 1.996 1025.91 0 .84296 .57735 2047. 79 302570 .5
26 1.996 737.87 0 .82559 .57735 1472. 83 217617, 8
27 1.996 445.66 0 .80896 .57735 869. 57 131438. 2
28 1.996 149.53 0 .79234 .57735 298. 46 44100. 07
SLICE MALPHA DELTANUM N.FORCE N.LEVER RADIUS DEL .PF
1 1 .22055 57068.6 0 0 255.91 0
2 1 .22493 97243.8 175 .5 0 255.91 0
3 1 .42036 135101.7 914 .3 0 255.91 0
4 1 .42292 200024.1 1353 .7 0 255.91 0
5 1 .42522 263036.5 1780 .2 0 255.91 0
6 1 .42725 324283.5 2194 .7 0 255.91 0
7 1 .42903 383858.3 2597 .9 0 255.91 0
8 1 .43056 441879.6 2990 .6 0 255.91 0
9 1 .43188 498446.9 3373 .4 0 255.91 0
10 1 .43298 553632.6 3746 .9 0 255.91 0
11 1 .43385 607528.9 4111. 7 0 255.91 0
12 1 .43454 660196.1 4468. 2 0 255.91 0
13 1 .43502 711725.4 4816. 9 0 255.91 0
14 1 .43530 560414.3 3792. 8 0 255.91 0
15 1 .43542 550969.4 3728. 9 0 255.91 0
16 1 .43544 701831.9 4749. 9 0 255.91 0
17 1 .43529 651385.3 4408. 5 0 255.91 0
18 1 .43497 599916.9 4060. 2 0 255.91 0