pt Fck

25
0.12 0.26
0.13 0.27
0.14 0.28
0.15 0.29
0.16 0.30
0.17 0.31
0.18 0.32
0.19 0.32
0.20 0.33
0.21 0.34
0.22 0.34
0.23 0.35
0.24 0.36
0.25 0.36
0.26 0.37
0.27 0.38
0.28 0.38
0.29 0.39
0.30 0.39
0.31 0.40
0.32 0.41
0.33 0.41
0.34 0.42
0.35 0.42
0.36 0.43
0.37 0.43
0.38 0.44
0.39 0.44
0.40 0.45
0.41 0.45
0.42 0.45
0.43 0.46
0.44 0.46
0.45 0.47
0.46 0.47
0.47 0.48
0.48 0.48
0.49 0.48
0.50 0.49
0.51 0.49
0.52 0.50
0.53 0.50
0.54 0.50
0.55 0.51
0.56 0.51
0.57 0.52
0.58 0.52
0.59 0.52
0.60 0.53
0.61 0.53
0.62 0.53
0.63 0.54
0.64 0.54
0.65 0.54
0.66 0.55
0.67 0.55
0.68 0.55
0.69 0.56
0.70 0.56
0.71 0.56
0.72 0.57
0.73 0.57
0.74 0.57
0.75 0.57
0.76 0.58
0.77 0.58
0.78 0.58
0.79 0.59
0.80 0.59
0.81 0.59
0.82 0.59
0.83 0.60
0.84 0.60
0.85 0.60
0.86 0.61
0.87 0.61
0.88 0.61
0.89 0.61
0.90 0.62
0.91 0.62
0.92 0.62
0.93 0.62
0.94 0.63
0.95 0.63
0.96 0.63
0.97 0.63
0.98 0.64
0.99 0.64
1.00 0.64
1.01 0.64
1.02 0.65
1.03 0.65
1.04 0.65
1.05 0.65
1.06 0.66
1.07 0.66
1.08 0.66
1.09 0.66
1.10 0.66
1.11 0.67
1.12 0.67
1.13 0.67
1.14 0.67
1.15 0.68
1.16 0.68
1.17 0.68
1.18 0.68
1.19 0.68
1.20 0.69
1.21 0.69
1.22 0.69
1.23 0.69
1.24 0.69
1.25 0.70
1.26 0.70
1.27 0.70
1.28 0.70
1.29 0.70
1.30 0.71
1.31 0.71
1.32 0.71
1.33 0.71
1.34 0.71
1.35 0.72
1.36 0.72
1.37 0.72
1.38 0.72
1.39 0.72
1.40 0.72
1.41 0.73
1.42 0.73
1.43 0.73
1.44 0.73
1.45 0.73
1.46 0.74
1.47 0.74
1.48 0.74
1.49 0.74
1.50 0.74
1.51 0.74
1.52 0.75
1.53 0.75
1.54 0.75
1.55 0.75
1.56 0.75
1.57 0.75
1.58 0.76
1.59 0.76
1.60 0.76
1.61 0.76
1.62 0.76
1.63 0.76
1.64 0.77
1.65 0.77
1.66 0.77
1.67 0.77
1.68 0.77
1.69 0.77
1.70 0.77
1.71 0.78
1.72 0.78
1.73 0.78
1.74 0.78
1.75 0.78
1.76 0.78
1.77 0.79
1.78 0.79
1.79 0.79
1.80 0.79
1.81 0.79
1.82 0.79
1.83 0.79
1.84 0.80
1.85 0.80
1.86 0.80
1.87 0.80
1.88 0.80
1.89 0.80
1.90 0.80
1.91 0.81
1.92 0.81
1.93 0.81
1.94 0.81
1.95 0.81
1.96 0.81
1.97 0.81
1.98 0.82
1.99 0.82
2.00 0.82
 PIONEER

TYPICAL SECTION THOUGH COLUMN

L

D dc D

D
bc
B

FOUNDATION PLAN

Finished floor lvl.

0

Natural groun lvl.

2000

FOUNDATION SECTION
PIONEER
DESIGN OF ISOLATED FOUNDATION
Net bearing capacity of soil = 10.0 t/sqm. Density of soil t/cum. = 1.80 Pedestal = 0 m
Gross bearing capacity of soil = 13.60 t/sqm. Live Load on GF t/sqm. = 0.8
A = LxB de = D-0.05 b = bc+2de = bc+2D l = dc+2de = dc+2D Lc = (L-dc/2) or (B-bc)/2 whichever is greater
PROVIDE FACTORED LOADS AND MOMENTS
Load Moment Footing Size Col. Size Properties of Footing Load from foundation Check
Fdn.
node Load Case P Mx Mz L B D d dc bc A Zx Zz l de b Lcx Lcy PS PC PLL PT pg
Mkd.
t. tm. tm. m. m. m. m. m. m. sqm. cum. cum. m. m. m. m. t. t. t. t. t/sqm.

F1 86 FDN 37.71 1.226 3.219 1.75 1.75 0.35 0.35 0.60 0.60 3.06 0.89 0.89 1.30 0.27 1.30 0.58 0.58 9.1 2.7 2.5 39.4 16.2
F1 76 FDN 39.45 0.092 0.24 1.75 1.75 0.35 0.35 0.60 0.60 3.06 0.89 0.89 1.30 0.27 1.30 0.58 0.58 9.1 2.7 2.5 40.5 13.5
F1 82 FDN 48.78 0.896 0.1485 1.75 1.75 0.35 0.35 0.60 0.60 3.06 0.89 0.89 1.30 0.27 1.30 0.58 0.58 9.1 2.7 2.5 46.7 16.0
F1 85 FDN 53.55 0.752 2.286 1.75 1.75 0.35 0.35 0.60 0.60 3.06 0.89 0.89 1.30 0.27 1.30 0.58 0.58 9.1 2.7 2.5 49.9 18.6
F1 83 FDN 53.76 1.587 2.2635 1.75 1.75 0.35 0.35 0.60 0.60 3.06 0.89 0.89 1.30 0.27 1.30 0.58 0.58 9.1 2.7 2.5 50.1 19.2
F1 79 FDN 56.25 0.894 1.1505 1.75 1.75 0.35 0.35 0.60 0.60 3.06 0.89 0.89 1.30 0.27 1.30 0.58 0.58 9.1 2.7 2.5 51.7 18.4
F1 335 FDN 58.26 0 0 1.75 1.75 0.35 0.35 0.60 0.60 3.06 0.89 0.89 1.30 0.27 1.30 0.58 0.58 9.1 2.7 2.5 53.1 17.3
F1 75 FDN 58.52 1.302 0.96 1.75 1.75 0.35 0.35 0.60 0.60 3.06 0.89 0.89 1.30 0.27 1.30 0.58 0.58 9.1 2.7 2.5 53.2 19.1

F2 51 FDN 69.96 0.497 0.5685 2.00 2.00 0.35 0.35 0.60 0.60 4.00 1.33 1.33 1.30 0.27 1.30 0.70 0.70 11.9 3.5 3.2 65.2 16.8
F2 2 FDN 74.66 0.009 0.2145 2.00 2.00 0.35 0.35 0.60 0.60 4.00 1.33 1.33 1.30 0.27 1.30 0.70 0.70 11.9 3.5 3.2 68.4 17.2
F2 81 FDN 76.56 0.641 0.81 2.00 2.00 0.35 0.35 0.60 0.60 4.00 1.33 1.33 1.30 0.27 1.30 0.70 0.70 11.9 3.5 3.2 69.6 18.1
F2 80 FDN 79.83 0.789 0.7545 2.00 2.00 0.35 0.35 0.60 0.60 4.00 1.33 1.33 1.30 0.27 1.30 0.70 0.70 11.9 3.5 3.2 71.8 18.7
F2 56 FDN 86.36 0.767 1.5 2.00 2.00 0.35 0.35 0.60 0.60 4.00 1.33 1.33 1.30 0.27 1.30 0.70 0.70 11.9 3.5 3.2 76.2 20.2

F3 71 FDN 84.3 0.203 0.9495 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 79.7 16.2
F3 373 FDN 84.32 0.152 0.1035 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 79.7 15.8
F3 77 FDN 86.24 0.645 0.3855 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 81.0 16.4
F3 117 FDN 86.34 1.968 0.126 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 81.1 16.8
F3 78 FDN 87.03 0.542 0.4845 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 81.5 16.5
F3 73 FDN 87.17 0.108 0.714 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 81.6 16.4
F3 72 FDN 89.48 1.607 0.1605 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 83.2 17.0

536397470.xlsx
 DESIGN OF ISOLATED FOUNDATION (contd.)
Grade of concrete = M 25 V = pn(L/2-dc/2-de) or pn(B/2-dc/2-de) whichever is greater
Grade of steel = Fe 500 M = pnlc2/2

Design along long direction Design along short d

Check for Pressure Punching shear Flexure Design Shear Design Required reinforcement Flexure Design Shear Design
pn Fdn Jt. Ku pt Vus/bd pt Ast Ku pt Vus/bd
Load Case Peritr PS Result M V Spacing M V
Chk. pg Chk. Pn Mkd. Mkd.
t/sqm. m. Mpa 1.25 tm. Mpa % t. Mpa % sqcm Dia @ ----- tm. Mpa % t. Mpa

REVISE 11.5 REVISE F1 86 FDN 3.46 0.44 OK 1.91 0.40 0.12 3.57 0.20 0.15 3.98 10 @ 198 1.91 0.40 0.12 3.57 0.20
OK 8.8 OK F1 76 FDN 3.46 0.33 OK 1.46 0.31 0.12 2.74 0.15 0.15 3.98 10 @ 198 1.46 0.31 0.12 2.74 0.15
REVISE 11.4 REVISE F1 82 FDN 3.46 0.43 OK 1.88 0.39 0.12 3.53 0.20 0.15 3.98 10 @ 198 1.88 0.39 0.12 3.53 0.20
REVISE 13.9 REVISE F1 85 FDN 3.46 0.53 OK 2.30 0.48 0.12 4.32 0.24 0.15 3.98 10 @ 198 2.30 0.48 0.12 4.32 0.24
REVISE 14.6 REVISE F1 83 FDN 3.46 0.55 OK 2.41 0.50 0.12 4.52 0.25 0.15 3.98 10 @ 198 2.41 0.50 0.12 4.52 0.25
REVISE 13.8 REVISE F1 79 FDN 3.46 0.52 OK 2.28 0.48 0.12 4.27 0.24 0.15 3.98 10 @ 198 2.28 0.48 0.12 4.27 0.24
REVISE 12.7 REVISE F1 335 FDN 3.46 0.48 OK 2.10 0.44 0.12 3.93 0.22 0.15 3.98 10 @ 198 2.10 0.44 0.12 3.93 0.22
REVISE 14.4 REVISE F1 75 FDN 3.46 0.55 OK 2.38 0.50 0.12 4.47 0.25 0.15 3.98 10 @ 198 2.38 0.50 0.12 4.47 0.25

REVISE 12.2 REVISE F2 51 FDN 3.46 0.65 OK 2.99 0.63 0.15 5.30 0.29 0.15 3.98 10 @ 198 2.99 0.63 0.15 5.30 0.29
REVISE 12.6 REVISE F2 2 FDN 3.46 0.67 OK 3.08 0.64 0.15 5.46 0.30 0.15 4.05 10 @ 194 3.08 0.64 0.15 5.46 0.30
REVISE 13.5 REVISE F2 81 FDN 3.46 0.72 OK 3.30 0.69 0.16 5.87 0.33 0.15 4.36 10 @ 180 3.30 0.69 0.16 5.87 0.33
REVISE 14.1 REVISE F2 80 FDN 3.46 0.75 OK 3.45 0.72 0.17 6.12 0.34 0.15 4.56 10 @ 172 3.45 0.72 0.17 6.12 0.34
REVISE 15.5 REVISE F2 56 FDN 3.46 0.83 OK 3.80 0.80 0.19 6.75 0.37 0.15 5.05 10 @ 156 3.80 0.80 0.19 6.75 0.37

REVISE 11.5 REVISE F3 71 FDN 3.46 0.81 OK 3.92 0.82 0.20 6.44 0.36 0.15 5.20 10 @ 151 3.92 0.82 0.20 6.44 0.36
REVISE 11.2 REVISE F3 373 FDN 3.46 0.79 OK 3.81 0.80 0.19 6.27 0.35 0.15 5.05 10 @ 155 3.81 0.80 0.19 6.27 0.35
REVISE 11.7 REVISE F3 77 FDN 3.46 0.83 OK 3.99 0.84 0.20 6.56 0.36 0.15 5.30 10 @ 148 3.99 0.84 0.20 6.56 0.36
REVISE 12.1 REVISE F3 117 FDN 3.46 0.85 OK 4.12 0.86 0.21 6.78 0.38 0.15 5.49 10 @ 143 4.12 0.86 0.21 6.78 0.38
REVISE 11.8 REVISE F3 78 FDN 3.46 0.83 OK 4.02 0.84 0.20 6.62 0.37 0.15 5.35 10 @ 147 4.02 0.84 0.20 6.62 0.37
REVISE 11.8 REVISE F3 73 FDN 3.46 0.83 OK 4.00 0.84 0.20 6.59 0.37 0.15 5.33 10 @ 147 4.00 0.84 0.20 6.59 0.37
REVISE 12.4 REVISE F3 72 FDN 3.46 0.88 OK 4.22 0.88 0.21 6.95 0.39 0.15 5.63 10 @ 140 4.22 0.88 0.21 6.95 0.39

536397470.xlsx
 Design along short direction
Shear Design Required reinforcement
pt Ast Spacing
% sqcm Dia @ -----

0.15 3.98 10 @ 198

0.15 3.98 10 @ 198
0.15 3.98 10 @ 198
0.15 3.98 10 @ 198
0.15 3.98 10 @ 198
0.15 3.98 10 @ 198
0.15 3.98 10 @ 198
0.15 3.98 10 @ 198

0.15 3.98 10 @ 198

0.15 4.05 10 @ 194
0.15 4.36 10 @ 180
0.15 4.56 10 @ 172
0.15 5.05 10 @ 156

0.15 5.20 10 @ 151

0.15 5.05 10 @ 155
0.15 5.30 10 @ 148
0.15 5.49 10 @ 143
0.15 5.35 10 @ 147
0.15 5.33 10 @ 147
0.15 5.63 10 @ 140

536397470.xlsx
 oneway twoway SS
dL dB dL dB tau Tau

7.9 0.265 0.27 0.265 0.265 0.29 OK

12.9 0.265 0.27 0.265 0.265 0.29 OK
14.1 0.265 0.27 0.265 0.265 0.29 OK
12.9 0.265 0.27 0.265 0.265 0.29 OK
12.0 0.265 0.27 0.265 0.265 0.29 OK
14.6 0.265 0.27 0.265 0.265 0.29 OK
17.3 0.265 0.27 0.265 0.265 0.29 OK
14.9 0.265 0.27 0.265 0.265 0.29 OK

15.5 0.265 0.27 0.265 0.265 0.29 REVISE

16.9 0.265 0.27 0.265 0.265 0.29 REVISE
16.3 0.265 0.27 0.265 0.265 0.29 REVISE
16.8 0.265 0.27 0.265 0.265 0.29 REVISE
17.3 0.265 0.27 0.265 0.265 0.29 REVISE

15.1 0.265 0.27 0.265 0.265 0.29 REVISE

15.6 0.265 0.27 0.265 0.265 0.29 REVISE
15.5 0.265 0.27 0.265 0.265 0.29 REVISE
14.9 0.265 0.27 0.265 0.265 0.29 REVISE
15.6 0.265 0.27 0.265 0.265 0.29 REVISE
15.7 0.265 0.27 0.265 0.265 0.29 REVISE
15.5 0.265 0.27 0.265 0.265 0.29 REVISE

536397470.xlsx
 Load Moment Footing Size Col. Size Properties of Footing Load from foundation Check
Fdn.
node Load Case P Mx Mz L B D d dc bc A Zx Zz l de b Lcx Lcy PS PC PLL PT pg
Mkd.
t. tm. tm. m. m. m. m. m. m. sqm. cum. cum. m. m. m. m. t. t. t. t. t/sqm.
F3 38 FDN 96.8 2.054 2.064 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 88.0 18.8
F3 53 FDN 101 1.847 0.1425 2.25 2.25 0.35 0.35 0.60 0.60 5.06 1.90 1.90 1.30 0.27 1.30 0.83 0.83 15.0 4.4 4.1 91.1 18.7

F4 1 FDN 108 0.758 1.125 2.50 2.50 0.40 0.40 0.60 0.60 6.25 2.60 2.60 1.40 0.32 1.40 0.95 0.95 18.0 6.3 5.0 101.4 16.7
F4 47 FDN 115 0.153 0.108 2.50 2.50 0.40 0.40 0.60 0.60 6.25 2.60 2.60 1.40 0.32 1.40 0.95 0.95 18.0 6.3 5.0 105.6 17.0
F4 378 FDN 116 0.473 1.0425 2.50 2.50 0.40 0.40 0.60 0.60 6.25 2.60 2.60 1.40 0.32 1.40 0.95 0.95 18.0 6.3 5.0 106.3 17.4
F4 44 FDN 117 4.052 0.582 2.50 2.50 0.40 0.40 0.60 0.60 6.25 2.60 2.60 1.40 0.32 1.40 0.95 0.95 18.0 6.3 5.0 107.0 18.3
F4 713 FDN 121 0.761 0.3705 2.50 2.50 0.40 0.40 0.60 0.60 6.25 2.60 2.60 1.40 0.32 1.40 0.95 0.95 18.0 6.3 5.0 109.9 17.9

F5 94 FDN 127.5 3.726 0.1395 2.75 2.75 0.40 0.40 0.60 0.60 7.56 3.47 3.47 1.40 0.32 1.40 1.08 1.08 21.8 7.6 6.1 120.4 16.7
F5 3 FDN 129 2.339 1.0635 2.75 2.75 0.40 0.40 0.60 0.60 7.56 3.47 3.47 1.40 0.32 1.40 1.08 1.08 21.8 7.6 6.1 121.7 16.7
F5 13 FDN 144 1.442 1.3695 2.75 2.75 0.40 0.40 0.60 0.60 7.56 3.47 3.47 1.40 0.32 1.40 1.08 1.08 21.8 7.6 6.1 131.7 18.0
F5 8 FDN 147 0.681 1.9035 2.75 2.75 0.40 0.40 0.60 0.60 7.56 3.47 3.47 1.40 0.32 1.40 1.08 1.08 21.8 7.6 6.1 133.7 18.2
F5 39 FDN 150 2.204 2.3385 2.75 2.75 0.40 0.40 0.60 0.60 7.56 3.47 3.47 1.40 0.32 1.40 1.08 1.08 21.8 7.6 6.1 135.7 18.8
F5 41 FDN 151 0.789 2.4975 2.75 2.75 0.40 0.40 0.60 0.60 7.56 3.47 3.47 1.40 0.32 1.40 1.08 1.08 21.8 7.6 6.1 135.9 18.6
F5 334 FDN 152 0.447 2.367 2.75 2.75 0.40 0.40 0.60 0.60 7.56 3.47 3.47 1.40 0.32 1.40 1.08 1.08 21.8 7.6 6.1 136.5 18.6

F6 10 FDN 151 0.102 1.818 3.00 3.00 0.45 0.45 0.60 0.60 9.00 4.50 4.50 1.50 0.37 1.50 1.20 1.20 25.1 10.1 7.2 143.2 16.2
F6 118 FDN 165 0.761 0.315 3.00 3.00 0.45 0.45 0.60 0.60 9.00 4.50 4.50 1.50 0.37 1.50 1.20 1.20 25.1 10.1 7.2 152.6 17.1
F6 5 FDN 166 2.462 0.4275 3.00 3.00 0.45 0.45 0.60 0.60 9.00 4.50 4.50 1.50 0.37 1.50 1.20 1.20 25.1 10.1 7.2 153.1 17.4
F6 6 FDN 173 2.582 1.4835 3.00 3.00 0.45 0.45 0.60 0.60 9.00 4.50 4.50 1.50 0.37 1.50 1.20 1.20 25.1 10.1 7.2 157.9 18.1
F6 4 FDN 180 1.148 0.0345 3.00 3.00 0.45 0.45 0.60 0.60 9.00 4.50 4.50 1.50 0.37 1.50 1.20 1.20 25.1 10.1 7.2 162.5 18.2
F6 45 FDN 185 1.46 1.4115 3.00 3.00 0.45 0.45 0.60 0.60 9.00 4.50 4.50 1.50 0.37 1.50 1.20 1.20 25.1 10.1 7.2 165.9 18.9

F7 37 FDN 172 5.909 0.0405 3.25 3.25 0.45 0.45 0.60 0.60 10.56 5.72 5.72 1.50 0.37 1.50 1.33 1.33 29.5 11.9 8.5 164.7 16.3
F7 31 FDN 195 2.708 1.2255 3.25 3.25 0.45 0.45 0.60 0.60 10.56 5.72 5.72 1.50 0.37 1.50 1.33 1.33 29.5 11.9 8.5 179.8 17.5
F7 43 FDN 196 1.935 0.2745 3.25 3.25 0.45 0.45 0.60 0.60 10.56 5.72 5.72 1.50 0.37 1.50 1.33 1.33 29.5 11.9 8.5 180.3 17.3
F7 40 FDN 197 1.13 3.9315 3.25 3.25 0.45 0.45 0.60 0.60 10.56 5.72 5.72 1.50 0.37 1.50 1.33 1.33 29.5 11.9 8.5 181.1 17.7
F7 9 FDN 197 0.279 3.4395 3.25 3.25 0.45 0.45 0.60 0.60 10.56 5.72 5.72 1.50 0.37 1.50 1.33 1.33 29.5 11.9 8.5 181.2 17.6

536397470.xlsx
Check for Pressure Punching shear Flexure Design Shear Design Required reinforcement Flexure Design Shear Design
pn Fdn Jt. Ku pt Vus/bd pt Ast Ku pt Vus/bd
Load Case Peritr PS Result M V Spacing M V
Chk. pg Chk. Pn Mkd. Mkd.
t/sqm. m. Mpa 1.25 tm. Mpa % t. Mpa % sqcm Dia @ ----- tm. Mpa % t. Mpa
REVISE 14.2 REVISE F3 38 FDN 3.46 1.00 OK 4.83 1.01 0.24 7.95 0.44 0.15 6.48 10 @ 121 4.83 1.01 0.24 7.95 0.44
REVISE 14.0 REVISE F3 53 FDN 3.46 0.99 OK 4.78 1.00 0.24 7.87 0.44 0.15 6.41 10 @ 122 4.78 1.00 0.24 7.87 0.44

REVISE 12.0 REVISE F4 1 FDN 3.66 0.85 OK 5.43 0.80 0.19 7.64 0.36 0.15 6.06 10 @ 130 5.43 0.80 0.19 7.64 0.36
REVISE 12.3 REVISE F4 47 FDN 3.66 0.87 OK 5.54 0.82 0.20 7.80 0.36 0.15 6.20 10 @ 127 5.54 0.82 0.20 7.80 0.36
REVISE 12.7 REVISE F4 378 FDN 3.66 0.90 OK 5.74 0.85 0.20 8.08 0.38 0.15 6.43 10 @ 122 5.74 0.85 0.20 8.08 0.38
REVISE 13.6 REVISE F4 44 FDN 3.66 0.96 OK 6.15 0.91 0.22 8.65 0.40 0.15 6.90 10 @ 114 6.15 0.91 0.22 8.65 0.40
REVISE 13.2 REVISE F4 713 FDN 3.66 0.93 OK 5.95 0.88 0.21 8.38 0.39 0.15 6.67 10 @ 118 5.95 0.88 0.21 8.38 0.39

REVISE 12.0 REVISE F5 94 FDN 3.66 1.05 OK 6.92 1.03 0.25 9.11 0.43 0.15 7.82 10 @ 100 6.92 1.03 0.25 9.11 0.43
REVISE 12.1 REVISE F5 3 FDN 3.66 1.06 OK 6.97 1.03 0.25 9.17 0.43 0.15 7.88 10 @ 100 6.97 1.03 0.25 9.17 0.43
REVISE 13.3 REVISE F5 13 FDN 3.66 1.16 OK 7.67 1.14 0.28 10.09 0.47 0.15 8.72 10 @ 90 7.67 1.14 0.28 10.09 0.47
REVISE 13.5 REVISE F5 8 FDN 3.66 1.18 OK 7.80 1.16 0.28 10.26 0.48 0.15 8.88 10 @ 88 7.80 1.16 0.28 10.26 0.48
REVISE 14.1 REVISE F5 39 FDN 3.66 1.24 OK 8.17 1.21 0.30 10.74 0.50 0.15 9.32 10 @ 84 8.17 1.21 0.30 10.74 0.50
REVISE 13.9 REVISE F5 41 FDN 3.66 1.22 OK 8.05 1.19 0.29 10.58 0.49 0.15 9.18 10 @ 86 8.05 1.19 0.29 10.58 0.49
REVISE 13.9 REVISE F5 334 FDN 3.66 1.22 OK 8.04 1.19 0.29 10.57 0.49 0.15 9.16 10 @ 86 8.04 1.19 0.29 10.57 0.49

REVISE 11.5 REVISE F6 10 FDN 3.86 0.99 OK 8.26 0.91 0.22 9.58 0.39 0.15 8.01 10 @ 98 8.26 0.91 0.22 9.58 0.39
REVISE 12.4 REVISE F6 118 FDN 3.86 1.07 OK 8.93 0.99 0.24 10.35 0.42 0.15 8.69 10 @ 90 8.93 0.99 0.24 10.35 0.42
REVISE 12.7 REVISE F6 5 FDN 3.86 1.09 OK 9.16 1.01 0.24 10.63 0.43 0.15 8.93 10 @ 88 9.16 1.01 0.24 10.63 0.43
REVISE 13.4 REVISE F6 6 FDN 3.86 1.15 OK 9.67 1.07 0.26 11.21 0.45 0.15 9.45 10 @ 83 9.67 1.07 0.26 11.21 0.45
REVISE 13.5 REVISE F6 4 FDN 3.86 1.16 OK 9.73 1.07 0.26 11.28 0.45 0.15 9.51 10 @ 83 9.73 1.07 0.26 11.28 0.45
REVISE 14.1 REVISE F6 45 FDN 3.86 1.21 OK 10.18 1.12 0.27 11.81 0.48 0.15 9.98 10 @ 79 10.18 1.12 0.27 11.81 0.48

REVISE 11.6 REVISE F7 37 FDN 3.86 1.19 OK 10.16 1.12 0.27 11.11 0.45 0.15 9.96 10 @ 79 10.16 1.12 0.27 11.11 0.45
REVISE 12.8 REVISE F7 31 FDN 3.86 1.31 REVISE 11.20 1.24 0.30 12.25 0.49 0.15 11.05 10 @ 71 11.20 1.24 0.30 12.25 0.49
REVISE 12.6 REVISE F7 43 FDN 3.86 1.29 REVISE 11.07 1.22 0.30 12.11 0.49 0.15 10.91 10 @ 72 11.07 1.22 0.30 12.11 0.49
REVISE 13.0 REVISE F7 40 FDN 3.86 1.34 REVISE 11.43 1.26 0.31 12.50 0.50 0.15 11.29 10 @ 70 11.43 1.26 0.31 12.50 0.50
REVISE 12.9 REVISE F7 9 FDN 3.86 1.32 REVISE 11.30 1.25 0.31 12.35 0.50 0.15 11.15 10 @ 70 11.30 1.25 0.31 12.35 0.50

536397470.xlsx
 Shear Design Required reinforcement
pt Ast Spacing
% sqcm Dia @ -----
0.15 6.48 10 @ 121
0.15 6.41 10 @ 122

0.15 6.06 10 @ 130

0.15 6.20 10 @ 127
0.15 6.43 10 @ 122
0.15 6.90 10 @ 114
0.15 6.67 10 @ 118

0.15 7.82 10 @ 100

0.15 7.88 10 @ 100
0.15 8.72 10 @ 90
0.15 8.88 10 @ 88
0.15 9.32 10 @ 84
0.15 9.18 10 @ 86
0.15 9.16 10 @ 86

0.15 8.01 10 @ 98
0.15 8.69 10 @ 90
0.15 8.93 10 @ 88
0.15 9.45 10 @ 83
0.15 9.51 10 @ 83
0.15 9.98 10 @ 79

0.15 9.96 10 @ 79
0.15 11.05 10 @ 71
0.15 10.91 10 @ 72
0.15 11.29 10 @ 70
0.15 11.15 10 @ 70

536397470.xlsx
 oneway twoway SS
dL dB dL dB tau Tau
15.2 0.265 0.27 0.265 0.265 0.29 REVISE
16.9 0.265 0.27 0.265 0.265 0.29 REVISE

15.5 0.315 0.32 0.315 0.315 0.29 REVISE

16.8 0.315 0.32 0.315 0.315 0.29 REVISE
16.4 0.315 0.32 0.315 0.315 0.29 REVISE
15.3 0.315 0.32 0.315 0.315 0.29 REVISE
17.1 0.315 0.32 0.315 0.315 0.29 REVISE

14.8 0.315 0.32 0.315 0.315 0.29 REVISE

15.1 0.315 0.32 0.315 0.315 0.29 REVISE
16.6 0.315 0.32 0.315 0.315 0.29 REVISE
16.9 0.315 0.32 0.315 0.315 0.29 REVISE
16.6 0.315 0.32 0.315 0.315 0.29 REVISE
17.0 0.315 0.32 0.315 0.315 0.29 REVISE
17.2 0.315 0.32 0.315 0.315 0.29 REVISE

15.5 0.365 0.37 0.365 0.365 0.29 REVISE

16.7 0.365 0.37 0.365 0.365 0.29 REVISE
16.4 0.365 0.37 0.365 0.365 0.29 REVISE
16.6 0.365 0.37 0.365 0.365 0.29 REVISE
17.8 0.365 0.37 0.365 0.365 0.29 REVISE
17.8 0.365 0.37 0.365 0.365 0.29 REVISE

14.6 0.365 0.37 0.365 0.365 0.29 REVISE

16.3 0.365 0.37 0.365 0.365 0.29 REVISE
16.7 0.365 0.37 0.365 0.365 0.29 REVISE
16.3 0.365 0.37 0.365 0.365 0.29 REVISE
16.5 0.365 0.37 0.365 0.365 0.29 REVISE

536397470.xlsx
 Load Moment Footing Size Col. Size Properties of Footing Load from foundation Check
Fdn.
node Load Case P Mx Mz L B D d dc bc A Zx Zz l de b Lcx Lcy PS PC PLL PT pg
Mkd.
t. tm. tm. m. m. m. m. m. m. sqm. cum. cum. m. m. m. m. t. t. t. t. t/sqm.
F7 42 FDN 202 0.396 0.8475 3.25 3.25 0.45 0.45 0.60 0.60 10.56 5.72 5.72 1.50 0.37 1.50 1.33 1.33 29.5 11.9 8.5 184.2 17.6
F7 106 FDN 203 0.647 0.795 3.25 3.25 0.45 0.45 0.60 0.60 10.56 5.72 5.72 1.50 0.37 1.50 1.33 1.33 29.5 11.9 8.5 185.5 17.7
F7 70 FDN 209 1.388 3.183 3.25 3.25 0.45 0.45 0.60 0.60 10.56 5.72 5.72 1.50 0.37 1.50 1.33 1.33 29.5 11.9 8.5 189.1 18.4

F7 11 FDN 211 0.129 2.7225 3.50 3.50 0.45 0.45 0.60 0.60 12.25 7.15 7.15 1.50 0.37 1.50 1.45 1.45 34.2 13.8 9.8 198.5 16.5
F7 52 FDN 213 1.884 0.4035 3.50 3.50 0.45 0.45 0.60 0.60 12.25 7.15 7.15 1.50 0.37 1.50 1.45 1.45 34.2 13.8 9.8 199.8 16.5
F7 46 FDN 215 0.144 0.207 3.50 3.50 0.45 0.45 0.60 0.60 12.25 7.15 7.15 1.50 0.37 1.50 1.45 1.45 34.2 13.8 9.8 201.1 16.4
F7 50 FDN 220 2.031 1.5225 3.50 3.50 0.45 0.45 0.60 0.60 12.25 7.15 7.15 1.50 0.37 1.50 1.45 1.45 34.2 13.8 9.8 204.5 17.0
F7 113 FDN 222 2.061 2.091 3.50 3.50 0.45 0.45 0.60 0.60 12.25 7.15 7.15 1.50 0.37 1.50 1.45 1.45 34.2 13.8 9.8 206.1 17.2
F7 63 FDN 241 0.09 3.5865 3.50 3.50 0.45 0.45 0.60 0.60 12.25 7.15 7.15 1.50 0.37 1.50 1.45 1.45 34.2 13.8 9.8 218.2 18.2

F7 48 FDN 247 2.079 0.2955 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 240.5 15.2
F7 49 FDN 277 2.169 0.366 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 260.6 16.4
F7 12 FDN 289 1.31 2.5845 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 268.4 17.0
F7 25 FDN 302 1.968 0.4035 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 277.2 17.5
F7 20 FDN 306 1.944 0.1725 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 279.9 17.6
F7 19 FDN 310 2.04 0.4755 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 282.7 17.8
F7 28 FDN 310 1.256 0.8715 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 282.8 17.8
F7 26 FDN 310 4.998 0.5985 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 282.8 18.0
F7 22 FDN 311 0.255 0.39 4.00 4.00 0.50 0.50 0.60 0.60 16.00 10.67 10.67 1.60 0.42 1.60 1.70 1.70 43.2 20.0 12.8 283.5 17.8

F8 34 FDN 337 1.074 5.4165 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 322.4 16.2
F8 14 FDN 338 4.662 4.4115 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 322.7 16.3
F8 16 FDN 339 0.174 4.185 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 323.6 16.2
F8 32 FDN 339 5.271 5.181 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 323.7 16.4
F8 54 FDN 361 1.461 0.297 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 338.1 16.8
F8 27 FDN 368 1.472 0.8505 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 343.1 17.0
F8 21 FDN 369 0.588 0.285 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 343.3 17.0
F8 55 FDN 380 4.839 1.0515 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 350.7 17.6

536397470.xlsx
Check for Pressure Punching shear Flexure Design Shear Design Required reinforcement Flexure Design Shear Design
pn Fdn Jt. Ku pt Vus/bd pt Ast Ku pt Vus/bd
Load Case Peritr PS Result M V Spacing M V
Chk. pg Chk. Pn Mkd. Mkd.
t/sqm. m. Mpa 1.25 tm. Mpa % t. Mpa % sqcm Dia @ ----- tm. Mpa % t. Mpa
REVISE 12.9 REVISE F7 42 FDN 3.86 1.32 REVISE 11.30 1.25 0.31 12.35 0.50 0.15 11.15 10 @ 70 11.30 1.25 0.31 12.35 0.50
REVISE 13.0 REVISE F7 106 FDN 3.86 1.33 REVISE 11.42 1.26 0.31 12.49 0.50 0.15 11.28 10 @ 70 11.42 1.26 0.31 12.49 0.50
REVISE 13.7 REVISE F7 70 FDN 3.86 1.41 REVISE 12.04 1.33 0.33 13.17 0.53 0.15 11.94 10 @ 66 12.04 1.33 0.33 13.17 0.53

REVISE 11.8 REVISE F7 11 FDN 3.86 1.42 REVISE 12.36 1.36 0.34 12.75 0.51 0.15 12.28 10 @ 64 12.36 1.36 0.34 12.75 0.51
REVISE 11.8 REVISE F7 52 FDN 3.86 1.42 REVISE 12.42 1.37 0.34 12.81 0.52 0.15 12.34 10 @ 64 12.42 1.37 0.34 12.81 0.52
REVISE 11.7 REVISE F7 46 FDN 3.86 1.41 REVISE 12.34 1.36 0.34 12.73 0.51 0.15 12.26 10 @ 64 12.34 1.36 0.34 12.73 0.51
REVISE 12.3 REVISE F7 50 FDN 3.86 1.48 REVISE 12.94 1.43 0.35 13.35 0.54 0.15 12.90 10 @ 61 12.94 1.43 0.35 13.35 0.54
REVISE 12.5 REVISE F7 113 FDN 3.86 1.51 REVISE 13.13 1.45 0.36 13.56 0.55 0.15 13.12 10 @ 60 13.13 1.45 0.36 13.56 0.55
REVISE 13.4 REVISE F7 63 FDN 3.86 1.62 REVISE 14.13 1.56 0.39 14.58 0.59 0.15 14.20 10 @ 55 14.13 1.56 0.39 14.58 0.59

REVISE 10.4 REVISE F7 48 FDN 4.06 1.39 REVISE 15.07 1.29 0.32 13.40 0.48 0.15 13.11 10 @ 60 15.07 1.29 0.32 13.40 0.48
REVISE 11.7 REVISE F7 49 FDN 4.06 1.56 REVISE 16.90 1.44 0.36 15.03 0.53 0.15 14.84 10 @ 53 16.90 1.44 0.36 15.03 0.53
REVISE 12.3 REVISE F7 12 FDN 4.06 1.63 REVISE 17.72 1.51 0.38 15.76 0.56 0.15 15.63 10 @ 50 17.72 1.51 0.38 15.76 0.56
REVISE 12.7 REVISE F7 25 FDN 4.06 1.70 REVISE 18.39 1.57 0.39 16.35 0.58 0.15 16.26 10 @ 48 18.39 1.57 0.39 16.35 0.58
REVISE 12.9 REVISE F7 20 FDN 4.06 1.72 REVISE 18.61 1.59 0.40 16.55 0.59 0.15 16.48 10 @ 48 18.61 1.59 0.40 16.55 0.59
REVISE 13.1 REVISE F7 19 FDN 4.06 1.74 REVISE 18.90 1.61 0.40 16.80 0.60 0.15 16.76 10 @ 47 18.90 1.61 0.40 16.80 0.60
REVISE 13.1 REVISE F7 28 FDN 4.06 1.74 REVISE 18.86 1.61 0.40 16.78 0.59 0.15 16.73 10 @ 47 18.86 1.61 0.40 16.78 0.59
REVISE 13.3 REVISE F7 26 FDN 4.06 1.77 REVISE 19.19 1.64 0.41 17.06 0.60 0.15 17.04 10 @ 46 19.19 1.64 0.41 17.06 0.60
REVISE 13.0 REVISE F7 22 FDN 4.06 1.73 REVISE 18.80 1.61 0.40 16.72 0.59 0.15 16.66 10 @ 47 18.80 1.61 0.40 16.72 0.59

REVISE 11.4 REVISE F8 34 FDN 4.46 1.41 REVISE 21.64 1.20 0.29 16.34 0.47 0.15 15.10 10 @ 52 21.64 1.20 0.29 16.34 0.47
REVISE 11.5 REVISE F8 14 FDN 4.46 1.43 REVISE 21.89 1.21 0.30 16.52 0.47 0.15 15.29 10 @ 51 21.89 1.21 0.30 16.52 0.47
REVISE 11.4 REVISE F8 16 FDN 4.46 1.41 REVISE 21.58 1.20 0.29 16.29 0.47 0.15 15.05 10 @ 52 21.58 1.20 0.29 16.29 0.47
REVISE 11.6 REVISE F8 32 FDN 4.46 1.44 REVISE 22.10 1.23 0.30 16.68 0.48 0.15 15.44 10 @ 51 22.10 1.23 0.30 16.68 0.48
REVISE 12.0 REVISE F8 54 FDN 4.46 1.48 REVISE 22.73 1.26 0.31 17.15 0.49 0.15 15.91 10 @ 49 22.73 1.26 0.31 17.15 0.49
REVISE 12.2 REVISE F8 27 FDN 4.46 1.52 REVISE 23.25 1.29 0.32 17.54 0.50 0.15 16.30 10 @ 48 23.25 1.29 0.32 17.54 0.50
REVISE 12.2 REVISE F8 21 FDN 4.46 1.51 REVISE 23.15 1.28 0.32 17.47 0.50 0.15 16.23 10 @ 48 23.15 1.28 0.32 17.47 0.50
REVISE 12.8 REVISE F8 55 FDN 4.46 1.58 REVISE 24.25 1.35 0.33 18.30 0.52 0.15 17.06 10 @ 46 24.25 1.35 0.33 18.30 0.52

536397470.xlsx
 Shear Design Required reinforcement
pt Ast Spacing
% sqcm Dia @ -----
0.15 11.15 10 @ 70
0.15 11.28 10 @ 70
0.15 11.94 10 @ 66

0.15 12.28 10 @ 64
0.15 12.34 10 @ 64
0.15 12.26 10 @ 64
0.15 12.90 10 @ 61
0.15 13.12 10 @ 60
0.15 14.20 10 @ 55

0.15 13.11 10 @ 60
0.15 14.84 10 @ 53
0.15 15.63 10 @ 50
0.15 16.26 10 @ 48
0.15 16.48 10 @ 48
0.15 16.76 10 @ 47
0.15 16.73 10 @ 47
0.15 17.04 10 @ 46
0.15 16.66 10 @ 47

0.15 15.10 10 @ 52
0.15 15.29 10 @ 51
0.15 15.05 10 @ 52
0.15 15.44 10 @ 51
0.15 15.91 10 @ 49
0.15 16.30 10 @ 48
0.15 16.23 10 @ 48
0.15 17.06 10 @ 46

536397470.xlsx
 oneway twoway SS
dL dB dL dB tau Tau
17.2 0.365 0.37 0.365 0.365 0.29 REVISE
17.3 0.365 0.37 0.365 0.365 0.29 REVISE
17.1 0.365 0.37 0.365 0.365 0.29 REVISE

15.8 0.365 0.37 0.365 0.365 0.29 REVISE

16.0 0.365 0.37 0.365 0.365 0.29 REVISE
16.4 0.365 0.37 0.365 0.365 0.29 REVISE
16.2 0.365 0.37 0.365 0.365 0.29 REVISE
16.2 0.365 0.37 0.365 0.365 0.29 REVISE
17.3 0.365 0.37 0.365 0.365 0.29 REVISE

14.8 0.415 0.42 0.415 0.415 0.29 REVISE

16.0 0.415 0.42 0.415 0.415 0.29 REVISE
16.4 0.415 0.42 0.415 0.415 0.29 REVISE
17.1 0.415 0.42 0.415 0.415 0.29 REVISE
17.3 0.415 0.42 0.415 0.415 0.29 REVISE
17.4 0.415 0.42 0.415 0.415 0.29 REVISE
17.5 0.415 0.42 0.415 0.415 0.29 REVISE
17.2 0.415 0.42 0.415 0.415 0.29 REVISE
17.7 0.415 0.42 0.415 0.415 0.29 REVISE

15.5 0.515 0.52 0.515 0.515 0.29 REVISE

15.3 0.515 0.52 0.515 0.515 0.29 REVISE
15.7 0.515 0.52 0.515 0.515 0.29 REVISE
15.3 0.515 0.52 0.515 0.515 0.29 REVISE
16.6 0.515 0.52 0.515 0.515 0.29 REVISE
16.8 0.515 0.52 0.515 0.515 0.29 REVISE
16.9 0.515 0.52 0.515 0.515 0.29 REVISE
16.9 0.515 0.52 0.515 0.515 0.29 REVISE

536397470.xlsx
 Load Moment Footing Size Col. Size Properties of Footing Load from foundation Check
Fdn.
node Load Case P Mx Mz L B D d dc bc A Zx Zz l de b Lcx Lcy PS PC PLL PT pg
Mkd.
t. tm. tm. m. m. m. m. m. m. sqm. cum. cum. m. m. m. m. t. t. t. t. t/sqm.
F8 64 FDN 381 0.308 0.2085 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 351.6 17.4
F8 68 FDN 395 1.239 1.3935 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 360.6 17.9
F8 33 FDN 396 1.457 5.493 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 361.6 18.2
F8 15 FDN 396 1.158 4.911 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 361.7 18.1
F8 23 FDN 397 0.273 0.7275 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 361.9 17.9
F8 67 FDN 397 0.542 1.1145 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 362.3 18.0
F8 66 FDN 397 0.38 0.8745 4.50 4.50 0.60 0.60 0.60 0.60 20.25 15.19 15.19 1.80 0.52 1.80 1.95 1.95 51.0 30.4 16.2 362.4 18.0

F9 29 FDN 411 0.555 0.5595 5.00 5.00 0.60 0.60 0.60 0.60 25.00 20.83 20.83 1.80 0.52 1.80 2.20 2.20 63.0 37.5 20.0 394.3 15.8
F9 30 FDN 413 0.633 0.003 5.00 5.00 0.60 0.60 0.60 0.60 25.00 20.83 20.83 1.80 0.52 1.80 2.20 2.20 63.0 37.5 20.0 395.9 15.9
F9 17 FDN 416.7 0.357 3.0075 5.00 5.00 0.60 0.60 0.60 0.60 25.00 20.83 20.83 1.80 0.52 1.80 2.20 2.20 63.0 37.5 20.0 398.3 16.0
F9 69 FDN 417 0.827 3.2985 5.00 5.00 0.60 0.60 0.60 0.60 25.00 20.83 20.83 1.80 0.52 1.80 2.20 2.20 63.0 37.5 20.0 398.8 16.1
F9 65 FDN 426 0.252 0.744 5.00 5.00 0.60 0.60 0.60 0.60 25.00 20.83 20.83 1.80 0.52 1.80 2.20 2.20 63.0 37.5 20.0 404.4 16.2
F9 35 FDN 437 0.252 0.8655 5.00 5.00 0.60 0.60 0.60 0.60 25.00 20.83 20.83 1.80 0.52 1.80 2.20 2.20 63.0 37.5 20.0 412.0 16.5
F9 36 FDN 438 2.37 0.8475 5.00 5.00 0.60 0.60 0.60 0.60 25.00 20.83 20.83 1.80 0.52 1.80 2.20 2.20 63.0 37.5 20.0 412.3 16.6

F10 57 FDN 510 1.98 0.1275 7.00 7.00 0.90 0.90 0.60 0.60 49.00 57.17 57.17 2.40 0.82 2.40 3.20 3.20 97.0 110.3 39.2 586.8 12.0
F10 61 FDN 527 0.011 1.6905 7.00 7.00 0.90 0.90 0.60 0.60 49.00 57.17 57.17 2.40 0.82 2.40 3.20 3.20 97.0 110.3 39.2 597.9 12.2
F10 59 FDN 528 1.934 0.888 7.00 7.00 0.90 0.90 0.60 0.60 49.00 57.17 57.17 2.40 0.82 2.40 3.20 3.20 97.0 110.3 39.2 598.4 12.2
F10 60 FDN 534 1.592 1.1025 7.00 7.00 0.90 0.90 0.60 0.60 49.00 57.17 57.17 2.40 0.82 2.40 3.20 3.20 97.0 110.3 39.2 602.8 12.3
F10 62 FDN 547 3.209 3.2415 7.00 7.00 0.90 0.90 0.60 0.60 49.00 57.17 57.17 2.40 0.82 2.40 3.20 3.20 97.0 110.3 39.2 611.4 12.6
F10 58 FDN 571 2.186 0.603 7.00 7.00 0.90 0.90 0.60 0.60 49.00 57.17 57.17 2.40 0.82 2.40 3.20 3.20 97.0 110.3 39.2 626.9 12.8
F10 24 FDN 581 3.807 0.0015 7.00 7.00 0.90 0.90 0.60 0.60 49.00 57.17 57.17 2.40 0.82 2.40 3.20 3.20 97.0 110.3 39.2 633.9 13.0
F10 18 FDN 614 3.915 2.8635 7.00 7.00 0.95 0.95 0.60 0.60 49.00 57.17 57.17 2.50 0.87 2.50 3.20 3.20 92.6 116.4 39.2 657.5 13.5

536397470.xlsx
Check for Pressure Punching shear Flexure Design Shear Design Required reinforcement Flexure Design Shear Design
pn Fdn Jt. Ku pt Vus/bd pt Ast Ku pt Vus/bd
Load Case Peritr PS Result M V Spacing M V
Chk. pg Chk. Pn Mkd. Mkd.
t/sqm. m. Mpa 1.25 tm. Mpa % t. Mpa % sqcm Dia @ ----- tm. Mpa % t. Mpa
REVISE 12.6 REVISE F8 64 FDN 4.46 1.56 REVISE 23.89 1.32 0.33 18.03 0.52 0.15 16.79 10 @ 47 23.89 1.32 0.33 18.03 0.52
REVISE 13.1 REVISE F8 68 FDN 4.46 1.63 REVISE 24.91 1.38 0.34 18.80 0.54 0.15 17.56 10 @ 45 24.91 1.38 0.34 18.80 0.54
REVISE 13.3 REVISE F8 33 FDN 4.46 1.66 REVISE 25.37 1.41 0.35 19.15 0.55 0.15 17.91 10 @ 44 25.37 1.41 0.35 19.15 0.55
REVISE 13.3 REVISE F8 15 FDN 4.46 1.65 REVISE 25.30 1.40 0.35 19.10 0.55 0.15 17.86 10 @ 44 25.30 1.40 0.35 19.10 0.55
REVISE 13.1 REVISE F8 23 FDN 4.46 1.63 REVISE 24.90 1.38 0.34 18.80 0.54 0.15 17.55 10 @ 45 24.90 1.38 0.34 18.80 0.54
REVISE 13.1 REVISE F8 67 FDN 4.46 1.63 REVISE 24.99 1.39 0.34 18.86 0.54 0.15 17.62 10 @ 45 24.99 1.39 0.34 18.86 0.54
REVISE 13.1 REVISE F8 66 FDN 4.46 1.63 REVISE 24.97 1.38 0.34 18.85 0.54 0.15 17.61 10 @ 45 24.97 1.38 0.34 18.85 0.54

REVISE 11.0 REVISE F9 29 FDN 4.46 1.70 REVISE 26.59 1.47 0.37 18.51 0.53 0.15 18.84 10 @ 42 26.59 1.47 0.37 18.51 0.53
REVISE 11.0 REVISE F9 30 FDN 4.46 1.71 REVISE 26.71 1.48 0.37 18.60 0.53 0.15 18.94 10 @ 41 26.71 1.48 0.37 18.60 0.53
REVISE 11.2 REVISE F9 17 FDN 4.46 1.74 REVISE 27.15 1.51 0.37 18.91 0.54 0.15 19.28 10 @ 41 27.15 1.51 0.37 18.91 0.54
REVISE 11.3 REVISE F9 69 FDN 4.46 1.75 REVISE 27.26 1.51 0.38 18.98 0.54 0.15 19.36 10 @ 41 27.26 1.51 0.38 18.98 0.54
REVISE 11.4 REVISE F9 65 FDN 4.46 1.77 REVISE 27.56 1.53 0.38 19.19 0.55 0.15 19.59 10 @ 40 27.56 1.53 0.38 19.19 0.55
REVISE 11.7 REVISE F9 35 FDN 4.46 1.81 REVISE 28.30 1.57 0.39 19.71 0.56 0.15 20.17 10 @ 39 28.30 1.57 0.39 19.71 0.56
REVISE 11.8 REVISE F9 36 FDN 4.46 1.83 REVISE 28.50 1.58 0.39 19.84 0.57 0.15 20.33 10 @ 39 28.50 1.58 0.39 19.84 0.57

OK 7.0 OK F10 57 FDN 5.66 1.07 OK 35.68 0.79 0.19 16.62 0.30 0.22 17.93 16 @ 112 35.68 0.79 0.19 16.62 0.30
OK 7.2 OK F10 61 FDN 5.66 1.10 OK 36.82 0.82 0.20 17.15 0.31 0.22 17.93 16 @ 112 36.82 0.82 0.20 17.15 0.31
OK 7.2 OK F10 59 FDN 5.66 1.10 OK 36.94 0.82 0.20 17.21 0.31 0.22 17.93 16 @ 112 36.94 0.82 0.20 17.21 0.31
OK 7.3 OK F10 60 FDN 5.66 1.12 OK 37.39 0.83 0.20 17.42 0.31 0.22 17.93 16 @ 112 37.39 0.83 0.20 17.42 0.31
OK 7.5 OK F10 62 FDN 5.66 1.15 OK 38.52 0.85 0.20 17.94 0.32 0.22 17.93 16 @ 112 38.52 0.85 0.20 17.94 0.32
OK 7.8 OK F10 58 FDN 5.66 1.19 OK 39.92 0.88 0.21 18.59 0.34 0.22 17.93 16 @ 112 39.92 0.88 0.21 18.59 0.34
OK 8.0 OK F10 24 FDN 5.66 1.22 OK 40.71 0.90 0.22 18.96 0.34 0.22 17.93 16 @ 112 40.71 0.90 0.22 18.96 0.34
OK 8.4 OK F10 18 FDN 5.86 1.17 OK 43.18 0.85 0.20 19.69 0.33 0.22 19.03 16 @ 106 43.18 0.85 0.20 19.69 0.33

536397470.xlsx
 Shear Design Required reinforcement
pt Ast Spacing
% sqcm Dia @ -----
0.15 16.79 10 @ 47
0.15 17.56 10 @ 45
0.15 17.91 10 @ 44
0.15 17.86 10 @ 44
0.15 17.55 10 @ 45
0.15 17.62 10 @ 45
0.15 17.61 10 @ 45

0.15 18.84 10 @ 42
0.15 18.94 10 @ 41
0.15 19.28 10 @ 41
0.15 19.36 10 @ 41
0.15 19.59 10 @ 40
0.15 20.17 10 @ 39
0.15 20.33 10 @ 39

0.22 17.93 16 @ 112

0.22 17.93 16 @ 112
0.22 17.93 16 @ 112
0.22 17.93 16 @ 112
0.22 17.93 16 @ 112
0.22 17.93 16 @ 112
0.22 17.93 16 @ 112
0.22 19.03 16 @ 106

536397470.xlsx
 oneway twoway SS
dL dB dL dB tau Tau
17.3 0.515 0.52 0.515 0.515 0.29 REVISE
17.6 0.515 0.52 0.515 0.515 0.29 REVISE
17.4 0.515 0.52 0.515 0.515 0.29 REVISE
17.5 0.515 0.52 0.515 0.515 0.29 REVISE
17.8 0.515 0.52 0.515 0.515 0.29 REVISE
17.8 0.515 0.52 0.515 0.515 0.29 REVISE
17.8 0.515 0.52 0.515 0.515 0.29 REVISE

15.7 0.515 0.52 0.515 0.515 0.29 REVISE

15.8 0.515 0.52 0.515 0.515 0.29 REVISE
15.8 0.515 0.52 0.515 0.515 0.29 REVISE
15.8 0.515 0.52 0.515 0.515 0.29 REVISE
16.1 0.515 0.52 0.515 0.515 0.29 REVISE
16.4 0.515 0.52 0.515 0.515 0.29 REVISE
16.3 0.515 0.52 0.515 0.515 0.29 REVISE

11.9 0.815 0.82 0.815 0.815 0.34 OK

12.2 0.815 0.82 0.815 0.815 0.34 OK
12.2 0.815 0.82 0.815 0.815 0.34 OK
12.3 0.815 0.82 0.815 0.815 0.34 OK
12.4 0.815 0.82 0.815 0.815 0.34 OK
12.7 0.815 0.82 0.815 0.815 0.34 OK
12.9 0.815 0.82 0.815 0.815 0.34 OK
13.3 0.865 0.87 0.865 0.865 0.34 OK

536397470.xlsx
Point Load FZ MX MY FZ MX MY
1 DCON2 1257.23 -9.441 11.495 125.723 0.9441 1.1495
2 DCON2 853.59 -0.69 3.644 85.359 0.069 0.3644
3 DCON2 1533.61 -27.845 10.248 153.361 2.7845 1.0248
4 DCON2 2127.6 -13.889 -0.478 212.76 1.3889 0.0478
5 DCON2 1981.95 -29.008 -7.161 198.195 2.9008 0.7161
6 DCON2 2068.27 -30.265 -22.05 206.827 3.0265 2.205
8 DCON2 1740.17 -8.875 20.133 174.017 0.8875 2.0133
9 DCON2 2518.1 -3.953 38.387 251.81 0.3953 3.8387
10 DCON2 1783.29 1.166 19.449 178.329 0.1166 1.9449
11 DCON2 2503.63 -0.86 31.57 250.363 0.086 3.157
12 DCON2 3266.9 17.019 29.428 326.69 1.7019 2.9428
13 DCON2 1597.9 15.894 14.275 159.79 1.5894 1.4275
14 DCON2 4068.45 -59.594 55.099 406.845 5.9594 5.5099
15 DCON2 4910.48 -15.081 59.583 491.048 1.5081 5.9583
16 DCON2 4083.23 -2.832 52.985 408.323 0.2832 5.2985
17 DCON2 4984.72 -3.206 39.828 498.472 0.3206 3.9828
18 DCON2 7061.45 47.301 37.193 706.145 4.7301 3.7193
19 DCON2 3475.19 23.428 7.416 347.519 2.3428 0.7416
20 DCON2 3682.16 -24.41 -3.614 368.216 2.441 0.3614
21 DCON2 4578.14 -7.484 2.61 457.814 0.7484 0.261
22 DCON2 3746.72 3.12 -5.629 374.672 0.312 0.5629
23 DCON2 4741.51 -1.893 9.692 474.151 0.1893 0.9692
24 DCON2 6679.26 46.294 0.937 667.926 4.6294 0.0937
25 DCON2 3381.99 22.773 -5.024 338.199 2.2773 0.5024
26 DCON2 3736.05 -63.036 -10.099 373.605 6.3036 1.0099
27 DCON2 4573.93 -18.39 -11.534 457.393 1.839 1.1534
28 DCON2 3733.48 -15.04 -12.795 373.348 1.504 1.2795
29 DCON2 4904.1 -5.103 7.311 490.41 0.5103 0.7311
30 DCON2 4754.44 7.789 0.251 475.444 0.7789 0.0251
31 DCON2 2132.49 28.581 -12.889 213.249 2.8581 1.2889
32 DCON2 4086.16 -66.065 -68.801 408.616 6.6065 6.8801
33 DCON2 4908.14 -18.013 -68.786 490.814 1.8013 6.8786
34 DCON2 4060.9 -12.453 -71.049 406.09 1.2453 7.1049
35 DCON2 5225.69 3.938 -10.839 522.569 0.3938 1.0839
36 DCON2 5016.23 -18.833 -10.404 501.623 1.8833 1.0404
37 DCON2 1855.89 61.943 -1.57 185.589 6.1943 0.157
38 DCON2 1161.53 -23.601 -24.544 116.153 2.3601 2.4544
39 DCON2 1777.08 -27.545 -27.793 177.708 2.7545 2.7793
40 DCON2 2517.93 -13.954 -46.154 251.793 1.3954 4.6154
41 DCON2 1779.96 -9.15 -29.388 177.996 0.915 2.9388
42 DCON2 2366.15 -4.05 -9.344 236.615 0.405 0.9344
43 DCON2 2200.22 -18.694 -1.584 220.022 1.8694 0.1584
44 DCON2 1235.55 41.31 -5.849 123.555 4.131 0.5849
45 DCON2 2135.5 -13.551 -19.289 213.55 1.3551 1.9289
46 DCON2 2445.43 0.25 -3.663 244.543 0.025 0.3663
47 DCON2 1253.44 1.537 -1.771 125.344 0.1537 0.1771
48 DCON2 2809.18 23.376 2.075 280.918 2.3376 0.2075
49 DCON2 3134.1 24.12 -5.182 313.41 2.412 0.5182
50 DCON2 2498.01 23.033 -16.34 249.801 2.3033 1.634
51 DCON2 800.87 -5.133 -8.691 80.087 0.5133 0.8691
52 DCON2 2385.07 21.509 -4.958 238.507 2.1509 0.4958
53 DCON2 1132.64 -17.013 0.597 113.264 1.7013 0.0597
 54 DCON2 4051.93 15.575 0.818 405.193 1.5575 0.0818
55 DCON2 4187.88 49.937 -11.618 418.788 4.9937 1.1618
56 DCON2 929.5 -6.687 -18.45 92.95 0.6687 1.845
57 DCON2 5942.81 25.045 0.04 594.281 2.5045 0.004
58 DCON2 6591.77 26.782 -7.665 659.177 2.6782 0.7665
59 DCON2 6155.52 24.794 -11.588 615.552 2.4794 1.1588
60 DCON2 6219.55 21.206 -14.671 621.955 2.1206 1.4671
61 DCON2 6144 -0.622 -22.642 614.4 0.0622 2.2642
62 DCON2 6308.2 -33.534 -43.284 630.82 3.3534 4.3284
63 DCON2 2721.3 -0.36 -43.055 272.13 0.036 4.3055
64 DCON2 4406.41 -0.626 -3.95 440.641 0.0626 0.395
65 DCON2 4888.17 -0.294 -9.46 488.817 0.0294 0.946
66 DCON2 4601.67 -1.227 -11.508 460.167 0.1227 1.1508
67 DCON2 4602.11 -2.909 -14.959 460.211 0.2909 1.4959
68 DCON2 4571.42 -13.112 -18.965 457.142 1.3112 1.8965
69 DCON2 4842.93 -7.97 -44.593 484.293 0.797 4.4593
70 DCON2 2382.7 -13.335 -38.161 238.27 1.3335 3.8161
71 DCON2 906.56 -1.91 -11.934 90.656 0.191 1.1934
72 DCON2 943.83 18.494 0.112 94.383 1.8494 0.0112
73 DCON2 923.19 2.925 -8.175 92.319 0.2925 0.8175
75 DCON2 619.87 -15.582 -11.057 61.987 1.5582 1.1057
76 DCON2 411.34 -3.259 1.585 41.134 0.3259 0.1585
77 DCON2 922.35 -9.144 0.649 92.235 0.9144 0.0649
78 DCON2 928.11 -7.664 1.629 92.811 0.7664 0.1629
79 DCON2 596.75 -10.624 9.015 59.675 1.0624 0.9015
80 DCON2 846.28 -9.774 7.953 84.628 0.9774 0.7953
81 DCON2 808.39 -8.418 8.353 80.839 0.8418 0.8353
82 DCON2 506.21 -10.314 0.799 50.621 1.0314 0.0799
83 DCON2 572.13 -20.383 -22.217 57.213 2.0383 2.2217
85 DCON2 561.81 -10.054 -21.087 56.181 1.0054 2.1087
86 DCON2 388.54 -14.586 -32.484 38.854 1.4586 3.2484
94 DCON2 1383.19 39.002 -1.79 138.319 3.9002 0.179
106 DCON2 2255.1 -3.064 8.827 225.51 0.3064 0.8827
113 DCON2 2459.33 -17.56 -21.759 245.933 1.756 2.1759
117 DCON2 926.38 18.36 -1.552 92.638 1.836 0.1552
118 DCON2 1794.74 -4.995 2.366 179.474 0.4995 0.2366
334 DCON2 1700.76 5.228 -29.358 170.076 0.5228 2.9358
335 DCON2 640.01 0 0 64.001 0 0
373 DCON2 916.72 -3.391 -1.497 91.672 0.3391 0.1497
378 DCON2 1248.79 6.603 -11.531 124.879 0.6603 1.1531
713 DCON2 1310.38 -7.019 2.433 131.038 0.7019 0.2433
Point Load FZ MX MY
1 DCON2 125.723 0.9441 1.1495
2 DCON2 85.359 0.069 0.3644
3 DCON2 153.361 2.7845 1.0248
4 DCON2 212.76 1.3889 0.0478
5 DCON2 198.195 2.9008 0.7161
6 DCON2 206.827 3.0265 2.205
8 DCON2 174.017 0.8875 2.0133
9 DCON2 251.81 0.3953 3.8387
10 DCON2 178.329 0.1166 1.9449
11 DCON2 250.363 0.086 3.157
12 DCON2 326.69 1.7019 2.9428
13 DCON2 159.79 1.5894 1.4275
14 DCON2 406.845 5.9594 5.5099
15 DCON2 491.048 1.5081 5.9583
16 DCON2 408.323 0.2832 5.2985
17 DCON2 498.472 0.3206 3.9828
18 DCON2 706.145 4.7301 3.7193
19 DCON2 347.519 2.3428 0.7416
20 DCON2 368.216 2.441 0.3614
21 DCON2 457.814 0.7484 0.261
22 DCON2 374.672 0.312 0.5629
23 DCON2 474.151 0.1893 0.9692
24 DCON2 667.926 4.6294 0.0937
25 DCON2 338.199 2.2773 0.5024
26 DCON2 373.605 6.3036 1.0099
27 DCON2 457.393 1.839 1.1534
28 DCON2 373.348 1.504 1.2795
29 DCON2 490.41 0.5103 0.7311
30 DCON2 475.444 0.7789 0.0251
31 DCON2 213.249 2.8581 1.2889
32 DCON2 408.616 6.6065 6.8801
33 DCON2 490.814 1.8013 6.8786
34 DCON2 406.09 1.2453 7.1049
35 DCON2 522.569 0.3938 1.0839
36 DCON2 501.623 1.8833 1.0404
37 DCON2 185.589 6.1943 0.157
38 DCON2 116.153 2.3601 2.4544
39 DCON2 177.708 2.7545 2.7793
40 DCON2 251.793 1.3954 4.6154
41 DCON2 177.996 0.915 2.9388
42 DCON2 236.615 0.405 0.9344
43 DCON2 220.022 1.8694 0.1584
44 DCON2 123.555 4.131 0.5849
45 DCON2 213.55 1.3551 1.9289
46 DCON2 244.543 0.025 0.3663
47 DCON2 125.344 0.1537 0.1771
48 DCON2 280.918 2.3376 0.2075
49 DCON2 313.41 2.412 0.5182
50 DCON2 249.801 2.3033 1.634
51 DCON2 80.087 0.5133 0.8691
52 DCON2 238.507 2.1509 0.4958
53 DCON2 113.264 1.7013 0.0597
 54 DCON2 405.193 1.5575 0.0818
55 DCON2 418.788 4.9937 1.1618
56 DCON2 92.95 0.6687 1.845
57 DCON2 594.281 2.5045 0.004
58 DCON2 659.177 2.6782 0.7665
59 DCON2 615.552 2.4794 1.1588
60 DCON2 621.955 2.1206 1.4671
61 DCON2 614.4 0.0622 2.2642
62 DCON2 630.82 3.3534 4.3284
63 DCON2 272.13 0.036 4.3055
64 DCON2 440.641 0.0626 0.395
65 DCON2 488.817 0.0294 0.946
66 DCON2 460.167 0.1227 1.1508
67 DCON2 460.211 0.2909 1.4959
68 DCON2 457.142 1.3112 1.8965
69 DCON2 484.293 0.797 4.4593
70 DCON2 238.27 1.3335 3.8161
71 DCON2 90.656 0.191 1.1934
72 DCON2 94.383 1.8494 0.0112
73 DCON2 92.319 0.2925 0.8175
75 DCON2 61.987 1.5582 1.1057
76 DCON2 41.134 0.3259 0.1585
77 DCON2 92.235 0.9144 0.0649
78 DCON2 92.811 0.7664 0.1629
79 DCON2 59.675 1.0624 0.9015
80 DCON2 84.628 0.9774 0.7953
81 DCON2 80.839 0.8418 0.8353
82 DCON2 50.621 1.0314 0.0799
83 DCON2 57.213 2.0383 2.2217
85 DCON2 56.181 1.0054 2.1087
86 DCON2 38.854 1.4586 3.2484
94 DCON2 138.319 3.9002 0.179
106 DCON2 225.51 0.3064 0.8827
113 DCON2 245.933 1.756 2.1759
117 DCON2 92.638 1.836 0.1552
118 DCON2 179.474 0.4995 0.2366
334 DCON2 170.076 0.5228 2.9358
335 DCON2 64.001 0 0
373 DCON2 91.672 0.3391 0.1497
378 DCON2 124.879 0.6603 1.1531
713 DCON2 131.038 0.7019 0.2433
Story Point Load FZ MX MY
BASE 1 FOUNDAT 72.18 -0.505 0.75 86 FDN
BASE 2 FOUNDAT 49.77 -0.006 0.143 76 FDN
BASE 3 FOUNDAT 86.27 -1.559 0.709 82 FDN
BASE 4 FOUNDAT 120.03 -0.765 0.023 85 FDN
BASE 5 FOUNDAT 110.68 -1.641 -0.285 83 FDN
BASE 6 FOUNDAT 115.42 -1.721 -0.989 79 FDN
BASE 8 FOUNDAT 98.32 -0.454 1.269 335 FDN
BASE 9 FOUNDAT 131.36 -0.186 2.293 75 FDN
BASE 10 FOUNDAT 100.75 0.068 1.212
BASE 11 FOUNDAT 140.74 -0.086 1.815 51 FDN
BASE 12 FOUNDAT 192.36 0.873 1.723 2 FDN
BASE 13 FOUNDAT 96.32 0.961 0.913 81 FDN
BASE 14 FOUNDAT 225.11 -3.108 2.941 80 FDN
BASE 15 FOUNDAT 264.1 -0.772 3.274 56 FDN
BASE 16 FOUNDAT 225.97 -0.116 2.79
BASE 17 FOUNDAT 277.8 -0.238 2.005 71 FDN
BASE 18 FOUNDAT 409.34 2.61 1.909 373 FDN
BASE 19 FOUNDAT 206.72 1.36 0.317 77 FDN
BASE 20 FOUNDAT 203.91 -1.296 -0.115 117 FDN
BASE 21 FOUNDAT 245.74 -0.392 0.19 78 FDN
BASE 22 FOUNDAT 207.5 0.17 -0.26 73 FDN
BASE 23 FOUNDAT 264.34 -0.182 0.485 72 FDN
BASE 24 FOUNDAT 387.41 2.538 -0.001 38 FDN
BASE 25 FOUNDAT 201.22 1.312 -0.269 53 FDN
BASE 26 FOUNDAT 206.84 -3.332 -0.399
BASE 27 FOUNDAT 245.52 -0.981 -0.567 1 FDN
BASE 28 FOUNDAT 206.75 -0.837 -0.581 47 FDN
BASE 29 FOUNDAT 273.76 -0.37 0.373 378 FDN
BASE 30 FOUNDAT 275.39 0.422 -0.002 44 FDN
BASE 31 FOUNDAT 129.96 1.805 -0.817 713 FDN
BASE 32 FOUNDAT 226.05 -3.514 -3.454
BASE 33 FOUNDAT 263.99 -0.971 -3.662 94 FDN
BASE 34 FOUNDAT 224.76 -0.716 -3.611 3 FDN
BASE 35 FOUNDAT 291.47 0.168 -0.577 13 FDN
BASE 36 FOUNDAT 291.83 -1.58 -0.565 8 FDN
BASE 37 FOUNDAT 114.91 3.939 -0.027 39 FDN
BASE 38 FOUNDAT 64.53 -1.369 -1.376 41 FDN
BASE 39 FOUNDAT 100.3 -1.469 -1.559 334 FDN
BASE 40 FOUNDAT 131.3 -0.753 -2.621
BASE 41 FOUNDAT 100.53 -0.526 -1.665 10 FDN
BASE 42 FOUNDAT 134.38 -0.264 -0.565 118 FDN
BASE 43 FOUNDAT 130.47 -1.29 -0.183 5 FDN
BASE 44 FOUNDAT 77.72 2.701 -0.388 6 FDN
BASE 45 FOUNDAT 123.46 -0.973 -0.941 4 FDN
BASE 46 FOUNDAT 143.34 -0.096 -0.138 45 FDN
BASE 47 FOUNDAT 76.35 0.102 -0.072
BASE 48 FOUNDAT 164.48 1.386 0.197 37 FDN
BASE 49 FOUNDAT 184.57 1.446 -0.244 31 FDN
BASE 50 FOUNDAT 146.71 1.354 -1.015 43 FDN
BASE 51 FOUNDAT 46.64 -0.331 -0.379 40 FDN
BASE 52 FOUNDAT 142.07 1.256 -0.269 9 FDN
BASE 53 FOUNDAT 67.58 -1.231 0.095 42 FDN
BASE 54 FOUNDAT 240.5 0.974 0.198 106 FDN
BASE 55 FOUNDAT 253.07 3.226 -0.701 70 FDN
BASE 56 FOUNDAT 57.57 -0.511 -1
BASE 57 FOUNDAT 340.28 1.32 0.085 11 FDN
BASE 58 FOUNDAT 380.44 1.457 -0.402 52 FDN
BASE 59 FOUNDAT 351.96 1.289 -0.592 46 FDN
BASE 60 FOUNDAT 356.28 1.061 -0.735 50 FDN
BASE 61 FOUNDAT 351.41 0.007 -1.127 113 FDN
BASE 62 FOUNDAT 364.92 -2.139 -2.161 63 FDN
BASE 63 FOUNDAT 160.45 0.06 -2.391
BASE 64 FOUNDAT 253.97 -0.205 -0.139 48 FDN
BASE 65 FOUNDAT 283.87 -0.168 -0.496 49 FDN
BASE 66 FOUNDAT 264.84 -0.253 -0.583 12 FDN
BASE 67 FOUNDAT 264.72 -0.361 -0.743 25 FDN
BASE 68 FOUNDAT 263.01 -0.826 -0.929 20 FDN
BASE 69 FOUNDAT 278.27 -0.551 -2.199 19 FDN
BASE 70 FOUNDAT 139.26 -0.925 -2.122 28 FDN
BASE 71 FOUNDAT 56.2 -0.135 -0.633 26 FDN
BASE 72 FOUNDAT 59.65 1.071 0.107 22 FDN
BASE 73 FOUNDAT 58.11 0.072 -0.476
BASE 75 FOUNDAT 39.01 -0.868 -0.64 34 FDN
BASE 76 FOUNDAT 26.3 -0.061 0.16 14 FDN
BASE 77 FOUNDAT 57.49 -0.43 0.257 16 FDN
BASE 78 FOUNDAT 58.02 -0.361 0.323 32 FDN
BASE 79 FOUNDAT 37.5 -0.596 0.767 54 FDN
BASE 80 FOUNDAT 53.22 -0.526 0.503 27 FDN
BASE 81 FOUNDAT 51.04 -0.427 0.54 21 FDN
BASE 82 FOUNDAT 32.52 -0.597 0.099 55 FDN
BASE 83 FOUNDAT 35.84 -1.058 -1.509 64 FDN
BASE 85 FOUNDAT 35.7 -0.501 -1.524 68 FDN
BASE 86 FOUNDAT 25.14 -0.817 -2.146 33 FDN
BASE 94 FOUNDAT 85 2.484 -0.093 15 FDN
BASE 106 FOUNDAT 135.66 -0.431 0.53 23 FDN
BASE 113 FOUNDAT 148.3 -1.374 -1.394 67 FDN
BASE 117 FOUNDAT 57.56 1.312 -0.084 66 FDN
BASE 118 FOUNDAT 110.16 -0.507 0.21
BASE 334 FOUNDAT 101.1 0.298 -1.578 29 FDN
BASE 335 FOUNDAT 38.84 0 0 30 FDN
BASE 373 FOUNDAT 56.21 -0.101 -0.069 17 FDN
BASE 378 FOUNDAT 77.08 0.315 -0.695 69 FDN
BASE 713 FOUNDAT 80.63 -0.507 0.247 65 FDN
35 FDN
36 FDN

57 FDN
61 FDN
59 FDN
60 FDN
62 FDN
58 FDN
24 FDN
18 FDN
 25.14 -0.817 -2.146 37.71 1.2255 3.219
26.3 -0.061 0.16 39.45 0.0915 0.24
32.52 -0.597 0.099 48.78 0.8955 0.1485
35.7 -0.501 -1.524 53.55 0.7515 2.286
35.84 -1.058 -1.509 53.76 1.587 2.2635
37.5 -0.596 0.767 56.25 0.894 1.1505
38.84 0 0 58.26 0 0
39.01 -0.868 -0.64 58.515 1.302 0.96

46.64 -0.331 -0.379 69.96 0.4965 0.5685

49.77 -0.006 0.143 74.655 0.009 0.2145
51.04 -0.427 0.54 76.56 0.6405 0.81
53.22 -0.526 0.503 79.83 0.789 0.7545
57.57 -0.511 -1 86.355 0.7665 1.5

56.2 -0.135 -0.633 84.3 0.2025 0.9495

56.21 -0.101 -0.069 84.315 0.1515 0.1035
57.49 -0.43 0.257 86.235 0.645 0.3855
57.56 1.312 -0.084 86.34 1.968 0.126
58.02 -0.361 0.323 87.03 0.5415 0.4845
58.11 0.072 -0.476 87.165 0.108 0.714
59.65 1.071 0.107 89.475 1.6065 0.1605
64.53 -1.369 -1.376 96.795 2.0535 2.064
67.58 -1.231 0.095 101.37 1.8465 0.1425

72.18 -0.505 0.75 108.27 0.7575 1.125

76.35 0.102 -0.072 114.525 0.153 0.108
77.08 0.315 -0.695 115.62 0.4725 1.0425
77.72 2.701 -0.388 116.58 4.0515 0.582
80.63 -0.507 0.247 120.945 0.7605 0.3705

85 2.484 -0.093 127.5 3.726 0.1395

86.27 -1.559 0.709 129.405 2.3385 1.0635
96.32 0.961 0.913 144.48 1.4415 1.3695
98.32 -0.454 1.269 147.48 0.681 1.9035
100.3 -1.469 -1.559 150.45 2.2035 2.3385
100.53 -0.526 -1.665 150.795 0.789 2.4975
101.1 0.298 -1.578 151.65 0.447 2.367

100.75 0.068 1.212 151.125 0.102 1.818

110.16 -0.507 0.21 165.24 0.7605 0.315
110.68 -1.641 -0.285 166.02 2.4615 0.4275
115.42 -1.721 -0.989 173.13 2.5815 1.4835
120.03 -0.765 0.023 180.045 1.1475 0.0345
123.46 -0.973 -0.941 185.19 1.4595 1.4115

114.91 3.939 -0.027 172.365 5.9085 0.0405

129.96 1.805 -0.817 194.94 2.7075 1.2255
130.47 -1.29 -0.183 195.705 1.935 0.2745
131.3 -0.753 -2.621 196.95 1.1295 3.9315
131.36 -0.186 2.293 197.04 0.279 3.4395
134.38 -0.264 -0.565 201.57 0.396 0.8475
135.66 -0.431 0.53 203.49 0.6465 0.795
139.26 -0.925 -2.122 208.89 1.3875 3.183

140.74 -0.086 1.815 211.11 0.129 2.7225

142.07 1.256 -0.269 213.105 1.884 0.4035
143.34 -0.096 -0.138 215.01 0.144 0.207
146.71 1.354 -1.015 220.065 2.031 1.5225
148.3 -1.374 -1.394 222.45 2.061 2.091
160.45 0.06 -2.391 240.675 0.09 3.5865

164.48 1.386 0.197 246.72 2.079 0.2955

184.57 1.446 -0.244 276.855 2.169 0.366
192.36 0.873 1.723 288.54 1.3095 2.5845
201.22 1.312 -0.269 301.83 1.968 0.4035
203.91 -1.296 -0.115 305.865 1.944 0.1725
206.72 1.36 0.317 310.08 2.04 0.4755
206.75 -0.837 -0.581 310.125 1.2555 0.8715
206.84 -3.332 -0.399 310.26 4.998 0.5985
207.5 0.17 -0.26 311.25 0.255 0.39

224.76 -0.716 -3.611 337.14 1.074 5.4165

225.11 -3.108 2.941 337.665 4.662 4.4115
225.97 -0.116 2.79 338.955 0.174 4.185
226.05 -3.514 -3.454 339.075 5.271 5.181
240.5 0.974 0.198 360.75 1.461 0.297
245.52 -0.981 -0.567 368.28 1.4715 0.8505
245.74 -0.392 0.19 368.61 0.588 0.285
253.07 3.226 -0.701 379.605 4.839 1.0515
253.97 -0.205 -0.139 380.955 0.3075 0.2085
263.01 -0.826 -0.929 394.515 1.239 1.3935
263.99 -0.971 -3.662 395.985 1.4565 5.493
264.1 -0.772 3.274 396.15 1.158 4.911
264.34 -0.182 0.485 396.51 0.273 0.7275
264.72 -0.361 -0.743 397.08 0.5415 1.1145
264.84 -0.253 -0.583 397.26 0.3795 0.8745

273.76 -0.37 0.373 410.64 0.555 0.5595

275.39 0.422 -0.002 413.085 0.633 0.003
277.8 -0.238 2.005 416.7 0.357 3.0075
278.27 -0.551 -2.199 417.405 0.8265 3.2985
283.87 -0.168 -0.496 425.805 0.252 0.744
291.47 0.168 -0.577 437.205 0.252 0.8655
291.83 -1.58 -0.565 437.745 2.37 0.8475

340.28 1.32 0.085 510.42 1.98 0.1275

351.41 0.007 -1.127 527.115 0.0105 1.6905
351.96 1.289 -0.592 527.94 1.9335 0.888
356.28 1.061 -0.735 534.42 1.5915 1.1025
364.92 -2.139 -2.161 547.38 3.2085 3.2415
380.44 1.457 -0.402 570.66 2.1855 0.603
387.41 2.538 -0.001 581.115 3.807 0.0015
409.34 2.61 1.909 614.01 3.915 2.8635
Story Point Load FX FY FZ MX MY MZ

BASE 1 FOUNDAT 5.38 4.8 686.35 -4.928 7.61 -0.367

BASE 2 FOUNDAT 0.55 -0.33 482.6 -0.079 1.454 0.326
BASE 3 FOUNDAT 8.68 2.54 815.55 -14.858 6.996 0.993
BASE 4 FOUNDAT 0.96 4.22 1143.01 -7.146 0.277 -0.836
BASE 5 FOUNDAT -2.02 1.93 1060.04 -15.466 -3.002 0.223
BASE 6 FOUNDAT -11.57 1.85 1102.41 -16.225 -10.247 -0.044
BASE 8 FOUNDAT -13.11 4.49 962.66 -4.375 13.635 -0.301
BASE 9 FOUNDAT -8.67 1.05 1277.94 -1.795 24.131 0.087
BASE 10 FOUNDAT -12.19 -0.83 971.07 -0.138 13.307 0.175
BASE 11 FOUNDAT 1.21 2.93 1401.62 -1.265 19.904 0.158
BASE 12 FOUNDAT 10.64 -11.18 1775.45 7.329 15.802 0.226
BASE 13 FOUNDAT 9.74 -5.99 943.93 8.344 9.287 -0.012
BASE 14 FOUNDAT 48.66 29.73 2160.69 -29.46 33.005 -0.108
BASE 15 FOUNDAT 43.75 5.83 2541.63 -7.378 35.393 0.038
BASE 16 FOUNDAT 46.1 -0.63 2148.68 -2.736 31.039 0.111
BASE 17 FOUNDAT 32.1 8.29 2691.57 -3.456 25.695 -0.006
BASE 18 FOUNDAT 12.27 -33.89 3849.74 22.437 10.571 0.095
BASE 19 FOUNDAT 9.27 7.28 2001.03 10.927 5.337 -0.05
BASE 20 FOUNDAT -4.18 10.61 1961.82 -11.987 -0.405 0.085
BASE 21 FOUNDAT -0.57 2.57 2364.54 -3.542 2.5 0.041
BASE 22 FOUNDAT -3.9 -3.94 1975.62 0.383 -1.37 0.062
BASE 23 FOUNDAT 2.92 7.58 2556.09 -2.785 5.597 0.071
BASE 24 FOUNDAT 1.63 -33.29 3652.61 22.012 0.41 0.04
BASE 25 FOUNDAT -3.88 6.68 1943.25 10.721 -2.615 0.265
BASE 26 FOUNDAT 1.59 31.53 1985.11 -31.678 -4.535 0.163
BASE 27 FOUNDAT -1.62 6.88 2363.71 -8.981 -5.929 0.063
BASE 28 FOUNDAT 0.43 5.47 1964.58 -8.616 -6.125 0.001
BASE 29 FOUNDAT 7.11 3.03 2659.91 -3.22 4.864 -0.017
BASE 30 FOUNDAT 2.75 -5.07 2496.27 3.265 -0.698 0.992
BASE 31 FOUNDAT -9.3 -30.88 1266.72 17.456 -7.287 -0.752
BASE 32 FOUNDAT -51.06 32.76 2168.84 -33.217 -38.01 0.16
BASE 33 FOUNDAT -45.95 6.87 2540.05 -9.095 -38.866 0.021
BASE 34 FOUNDAT -50.35 4.59 2142.21 -7.641 -38.663 -0.102
BASE 35 FOUNDAT -11.25 -2.51 2788.59 0.862 -6.886 -0.039
BASE 36 FOUNDAT -9.07 37.98 2725.5 -19.77 -6.293 0.722
BASE 37 FOUNDAT 2.73 -65.38 1122.63 37.53 0.152 -0.034
BASE 38 FOUNDAT -9.5 8.19 623.21 -12.194 -13.822 0.222
BASE 39 FOUNDAT 11.78 12.49 980.46 -12.327 -16.406 0.368
BASE 40 FOUNDAT 7.36 4.32 1276.61 -6.349 -27.121 0.017
BASE 41 FOUNDAT 10.54 3.28 973.41 -4.816 -17.214 -0.315
BASE 42 FOUNDAT -1.53 0.58 1290.28 -2.403 -6.119 -0.488
BASE 43 FOUNDAT 3.03 23.15 1246.79 -14.846 -0.364 0.699
BASE 44 FOUNDAT -4.39 -55.93 748.7 27.252 -3.365 -1.684
BASE 45 FOUNDAT -10.06 14.23 1192.5 -9.774 -10.506 -0.393
BASE 46 FOUNDAT 2.42 -1.08 1361.58 -1.29 -0.285 0.307
BASE 47 FOUNDAT 0.69 -4.12 729.09 0.587 -0.282 -2.581
BASE 48 FOUNDAT 5.15 -6.17 1549.7 13.083 2.05 0.021
BASE 49 FOUNDAT -1.43 -5.45 1750.66 12.41 -2.076 -0.005
BASE 50 FOUNDAT -13.75 -6.69 1373.92 12.037 -9.786 0.747
BASE 51 FOUNDAT -3.94 -0.34 454.16 -3.149 -3.448 0.416
BASE 52 FOUNDAT -1.77 -7.6 1317.57 11.101 -1.992 0.404
BASE 53 FOUNDAT 1.49 12.91 714.7 -13.628 0.644 0.584
BASE 54 FOUNDAT 2.9 -12.2 2279.26 8.656 2.089 -0.224
BASE 55 FOUNDAT -5.45 -55.6 2450.4 29.725 -7.275 -0.048
BASE 56 FOUNDAT -11.25 -2.94 593.53 -5.428 -9.73 -0.131
BASE 57 FOUNDAT 3.06 -15.77 3197.49 12.383 0.85 -0.091
BASE 58 FOUNDAT -0.78 -15.14 3653.36 11.371 -2.483 0.024
BASE 59 FOUNDAT -4.81 -14.29 3344.37 10.608 -5.397 -0.017
BASE 60 FOUNDAT -4.68 -11.18 3377.22 8.049 -6.621 0.008
BASE 61 FOUNDAT -8.6 0.31 3305.77 -0.981 -10.488 -0.017
BASE 62 FOUNDAT -22.47 34.26 3506.28 -20.832 -21.72 0.294
BASE 63 FOUNDAT -11.74 -5.06 1528.44 1.382 -22.857 -0.16
BASE 64 FOUNDAT 0.19 4.98 2414.48 -2.35 -2.969 0.011
BASE 65 FOUNDAT -3.48 5.07 2727.69 -3.463 -4.908 0.029
BASE 66 FOUNDAT -4.5 5.87 2525.7 -3.707 -5.479 0.036
BASE 67 FOUNDAT -5.57 6.09 2526.05 -4.75 -6.638 0.073
BASE 68 FOUNDAT -5.01 7.81 2511.36 -7.852 -7.701 0.081
BASE 69 FOUNDAT -22.64 3.1 2667.11 -6.242 -19.773 0.028
BASE 70 FOUNDAT -8.36 10.95 1326.1 -8.64 -19.026 0.052
BASE 71 FOUNDAT -8.19 -2.64 530.2 -0.699 -7.166 -0.799
BASE 72 FOUNDAT 5.21 -9.17 559.26 9.702 2.099 -0.183
BASE 73 FOUNDAT -5.04 2.44 547.35 0.475 -4.452 0.129
BASE 75 FOUNDAT -8.37 8.33 371 -6.801 -5.657 0.11
BASE 76 FOUNDAT 5.34 -12.26 248.48 1.658 1.984 -0.307
BASE 77 FOUNDAT -3.49 3.31 552.05 -3.795 1.548 0.06
BASE 78 FOUNDAT -3.16 2.64 555.98 -3.359 2.057 -0.006
BASE 79 FOUNDAT 6.95 6.67 362.65 -5.697 6.595 -0.009
BASE 80 FOUNDAT 6.85 5.23 495.66 -5.201 3.605 -0.176
BASE 81 FOUNDAT 6.91 3.58 475.68 -4.151 3.985 0.103
BASE 82 FOUNDAT -2.74 6.25 304.14 -5.868 0.092 0.097
BASE 83 FOUNDAT -5.55 10.8 351.58 -9.575 -15.775 5.433
BASE 85 FOUNDAT -6.43 2.79 347.51 -4.557 -15.849 -9.206
BASE 86 FOUNDAT -8.29 9.02 243.97 -7.693 -21.423 2.875
BASE 94 FOUNDAT -1.11 -40.13 815.44 25.545 -0.851 0.021
BASE 106 FOUNDAT 6.42 8.95 1283.4 -5.132 2.462 0.154
BASE 113 FOUNDAT -19.77 31.01 1360.71 -13.467 -13.951 0.084
BASE 117 FOUNDAT -0.75 -36.86 555.13 23.186 -0.679 0.222
BASE 118 FOUNDAT 4.99 29.06 1035.48 -13.248 1.829 0.118
BASE 334 FOUNDAT -17.84 -0.87 909.57 2.948 -15.705 0.113
BASE 335 FOUNDAT -2.96 -0.5 380.22 0 0 0
BASE 373 FOUNDAT -0.67 -4.27 526.37 6.954 -0.642 -0.127
BASE 378 FOUNDAT -8.55 -4.89 817.1 6.623 -6.987 -0.216
BASE 713 FOUNDAT 7.86 5.92 747.98 -5.015 3.79 0.016
Pile cap total moment due to hor force total moment verticval force due to moment
Fx Fy

270 956.35 10.76 9.6 5.832 17.21 9.561111 9.561111 487.7361

270 752.6 1.1 -0.66 1.021 0.794 0.220556 0.220556
270 1085.55 17.36 5.08 2.502 12.076 3.354444 3.354444
270 1413.01 1.92 8.44 -5.226 8.717 2.421389 2.421389
270 1330.04 -4.04 3.86 -19.506 0.858 0.238333 0.238333
270 1372.41 -23.14 3.7 -39.365 -6.547 -1.818611 1.818611
270 1232.66 -26.22 8.98 -30.595 22.615 6.281944 6.281944
270 1547.94 -17.34 2.1 -19.135 26.231 7.286389 7.286389
270 1241.07 -24.38 -1.66 -24.518 11.647 3.235278 3.235278
270 1671.62 2.42 5.86 1.155 25.764 7.156667 7.156667
270 2045.45 21.28 -22.36 28.609 -6.558 -1.821667 1.821667
270 1213.93 19.48 -11.98 27.824 -2.693 -0.748056 0.748056
270 2430.69 97.32 59.46 67.86 92.465 25.68472 25.68472
270 2811.63 87.5 11.66 80.122 47.053 13.07028 13.07028
270 2418.68 92.2 -1.26 89.464 29.779 8.271944 8.271944
270 2961.57 64.2 16.58 60.744 42.275 11.74306 11.74306
270 4119.74 24.54 -67.78 46.977 -57.209 -15.89139 15.89139
270 2271.03 18.54 14.56 29.467 19.897 5.526944 5.526944
270 2231.82 -8.36 21.22 -20.347 20.815 5.781944 5.781944
270 2634.54 -1.14 5.14 -4.682 7.64 2.122222 2.122222
270 2245.62 -7.8 -7.88 -7.417 -9.25 -2.569444 2.569444
270 2826.09 5.84 15.16 3.055 20.757 5.765833 5.765833
270 3922.61 3.26 -66.58 25.272 -66.17 -18.38056 18.38056
270 2213.25 -7.76 13.36 2.961 10.745 2.984722 2.984722
270 2255.11 3.18 63.06 -28.498 58.525 16.25694 16.25694
270 2633.71 -3.24 13.76 -12.221 7.831 2.175278 2.175278
270 2234.58 0.86 10.94 -7.756 4.815 1.3375 1.3375
270 2929.91 14.22 6.06 11 10.924 3.034444 3.034444
270 2766.27 5.5 -10.14 8.765 -10.838 -3.010556 3.010556
270 1536.72 -18.6 -61.76 -1.144 -69.047 -19.17972 19.17972
270 2438.84 -102.12 65.52 -135.337 27.51 7.641667 7.641667
270 2810.05 -91.9 13.74 -100.995 -25.126 -6.979444 6.979444
270 2412.21 -100.7 9.18 -108.341 -29.483 -8.189722 8.189722
270 3058.59 -22.5 -5.02 -21.638 -11.906 -3.307222 3.307222
270 2995.5 -18.14 75.96 -37.91 69.667 19.35194 19.35194
270 1392.63 5.46 -130.76 42.99 -130.608 -36.28 36.28
270 893.21 -19 16.38 -31.194 2.558 0.710556 0.710556
270 1250.46 23.56 24.98 11.233 8.574 2.381667 2.381667
270 1546.61 14.72 8.64 8.371 -18.481 -5.133611 5.133611
270 1243.41 21.08 6.56 16.264 -10.654 -2.959444 2.959444
270 1560.28 -3.06 1.16 -5.463 -4.959 -1.3775 1.3775
270 1516.79 6.06 46.3 -8.786 45.936 12.76 12.76
270 1018.7 -8.78 -111.86 18.472 -115.225 -32.00694 32.00694
270 1462.5 -20.12 28.46 -29.894 17.954 4.987222 4.987222
270 1631.58 4.84 -2.16 3.55 -2.445 -0.679167 0.679167
270 999.09 1.38 -8.24 1.967 -8.522 -2.367222 2.367222
270 1819.7 10.3 -12.34 23.383 -10.29 -2.858333 2.858333
270 2020.66 -2.86 -10.9 9.55 -12.976 -3.604444 3.604444
270 1643.92 -27.5 -13.38 -15.463 -23.166 -6.435 6.435
270 724.16 -7.88 -0.68 -11.029 -4.128 -1.146667 1.146667
270 1587.57 -3.54 -15.2 7.561 -17.192 -4.775556 4.775556
270 984.7 2.98 25.82 -10.648 26.464 7.351111 7.351111
270 2549.26 5.8 -24.4 14.456 -22.311 -6.1975 6.1975
270 2720.4 -10.9 -111.2 18.825 -118.475 -32.90972 32.90972
270 863.53 -22.5 -5.88 -27.928 -15.61 -4.336111 4.336111
270 3467.49 6.12 -31.54 18.503 -30.69 -8.525 8.525
270 3923.36 -1.56 -30.28 9.811 -32.763 -9.100833 9.100833
270 3614.37 -9.62 -28.58 0.988 -33.977 -9.438056 9.438056
270 3647.22 -9.36 -22.36 -1.311 -28.981 -8.050278 8.050278
270 3575.77 -17.2 0.62 -18.181 -9.868 -2.741111 2.741111
270 3776.28 -44.94 68.52 -65.772 46.8 13 13
270 1798.44 -23.48 -10.12 -22.098 -32.977 -9.160278 9.160278
270 2684.48 0.38 9.96 -1.97 6.991 1.941944 1.941944
270 2997.69 -6.96 10.14 -10.423 5.232 1.453333 1.453333
270 2795.7 -9 11.74 -12.707 6.261 1.739167 1.739167
270 2796.05 -11.14 12.18 -15.89 5.542 1.539444 1.539444
270 2781.36 -10.02 15.62 -17.872 7.919 2.199722 2.199722
270 2937.11 -45.28 6.2 -51.522 -13.573 -3.770278 3.770278
270 1596.1 -16.72 21.9 -25.36 2.874 0.798333 0.798333
270 800.2 -16.38 -5.28 -17.079 -12.446 -3.457222 3.457222
270 829.26 10.42 -18.34 20.122 -16.241 -4.511389 4.511389
270 817.35 -10.08 4.88 -9.605 0.428 0.118889 0.118889
270 641 -16.74 16.66 -23.541 11.003 3.056389 3.056389
270 518.48 10.68 -24.52 12.338 -22.536 -6.26 6.26
270 822.05 -6.98 6.62 -10.775 8.168 2.268889 2.268889
270 825.98 -6.32 5.28 -9.679 7.337 2.038056 2.038056
270 632.65 13.9 13.34 8.203 19.935 5.5375 5.5375
270 765.66 13.7 10.46 8.499 14.065 3.906944 3.906944
270 745.68 13.82 7.16 9.669 11.145 3.095833 3.095833
270 574.14 -5.48 12.5 -11.348 12.592 3.497778 3.497778
270 621.58 -11.1 21.6 -20.675 5.825 1.618056 1.618056
270 617.51 -12.86 5.58 -17.417 -10.269 -2.8525 2.8525
270 513.97 -16.58 18.04 -24.273 -3.383 -0.939722 0.939722
270 1085.44 -2.22 -80.26 23.325 -81.111 -22.53083 22.53083
270 1553.4 12.84 17.9 7.708 20.362 5.656111 5.656111
270 1630.71 -39.54 62.02 -53.007 48.069 13.3525 13.3525
270 825.13 -1.5 -73.72 21.686 -74.399 -20.66639 20.66639
270 1305.48 9.98 58.12 -3.268 59.949 16.6525 16.6525
270 1179.57 -35.68 -1.74 -32.732 -17.445 -4.845833 4.845833
270 650.22 -5.92 -1 -5.92 -1 -0.277778 0.277778
270 796.37 -1.34 -8.54 5.614 -9.182 -2.550556 2.550556
270 1087.1 -17.1 -9.78 -10.477 -16.767 -4.6575 4.6575
270 1017.98 15.72 11.84 10.705 15.63 4.341667 4.341667
 60 90

1.593917 2
1.254333 1
1.80925 2
2.355017 3
2.216733 3
2.28735 3
2.054433 3
2.5799 3
2.06845 3
2.786033 3
3.409083 4
2.023217 2
2.700767 3
3.124033 4
2.687422 3
3.290633 4
4.577489 5
3.78505 4
3.7197 4
2.927267 3
3.7427 4
3.1401 4
4.358456 5
3.68875 4
3.758517 4
2.926344 3
3.7243 4
3.255456 4
3.073633 4
2.5612 3
2.709822 3
3.122278 4
2.680233 3
3.398433 4
3.328333 4
2.32105 2
1.488683 2
2.0841 2
2.577683 3
2.07235 2
2.600467 3
2.527983 3
1.697833 2
2.4375 3
2.7193 3
1.66515 2
3.032833 3
3.367767 4
2.739867 3
1.206933 1
2.64595 3
1.641167 2
2.832511 3
3.022667 3
1.439217 1
5.77915 3.852767 4
6.538933 4.359289 4
6.02395 4.015967 4
6.0787 4.052467 4
5.959617 3.973078 4
6.2938 4.195867 5
2.9974 3
4.474133 2.982756 3
4.99615 3.330767 4
4.6595 3.106333 4
4.660083 3.106722 4
4.6356 3.0904 3
4.895183 3.263456 4
2.660167 3
1.333667 2
1.3821 2
1.36225 2
1.068333 2
0.864133 1
1.370083 2
1.376633 2
1.054417 2
1.2761 2
1.2428 2
0.9569 1
1.035967 2
1.029183 2
0.856617 1
1.809067 2
2.589 3
2.71785 3
1.375217 2
2.1758 3
1.96595 2
1.0837 2
1.327283 2
1.811833 2
1.696633 2