Lampiran Rekapitulasi Daya Dukung Tiang
13
Rekapitulasi Daya Dukung Tiang Tunggal dengan Formula Denmark eh = 0.75 m Eh = 1.5 ton.m E = 315000 ton/m² A = 0.0625 m² No. Nama L S C1 Qu Qa Tiang (m) (m/pukulan) (m) (ton) (ton) 1 1Aa 12 0.0024 0.019 53.786 17.929 2 1Ab 12 0.0022 0.019 54.305 18.102 3 1Ac 12 0.0022 0.019 54.305 18.102 4 1Ba 12 0.0024 0.019 53.786 17.929 5 1Bb 12 0.0023 0.019 54.044 18.015 6 1Bc 12 0.0027 0.019 53.025 17.675 7 1Ca 12 0.0022 0.019 54.305 18.102 8 1Cb 12 0.0023 0.019 54.044 18.015 9 1Cc 12 0.0022 0.019 54.305 18.102 10 1Da 12 0.0022 0.019 54.305 18.102 11 1Db 12 0.0022 0.019 54.305 18.102 12 1Dc 12 0.0025 0.019 53.530 17.843 13 2Aa 12 0.0024 0.019 53.786 17.929 14 2Ab 12 0.002 0.019 54.834 18.278 15 2Ac 12 0.0021 0.019 54.568 18.189 16 2Ba 12 0.0025 0.019 53.530 17.843 17 2Bb 12 0.0023 0.019 54.044 18.015 18 2Bc 12 0.002 0.019 54.834 18.278 19 2Ca 12 0.0023 0.019 54.044 18.015 20 2Cb 12 0.0021 0.019 54.568 18.189 21 2Cc 12 0.0022 0.019 54.305 18.102 22 2Da 12 0.0021 0.019 54.568 18.189 23 2Db 12 0.0021 0.019 54.568 18.189 24 2Dc 12 0.0025 0.019 53.530 17.843 25 3Aa 12 0.003 0.019 52.286 17.429 26 3Ab 12 0.0022 0.019 54.305 18.102 27 3Ba 12 0.0021 0.019 54.568 18.189 28 3Bb 12 0.002 0.019 54.834 18.278 29 3Ca 12 0.003 0.019 52.286 17.429 30 3Cb 12 0.0022 0.019 54.305 18.102 31 3Da 12 0.002 0.019 54.834 18.278 32 3Db 12 0.002 0.019 54.834 18.278
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LAMPIRAN KP
Transcript of Lampiran Rekapitulasi Daya Dukung Tiang
Rekapitulasi Daya Dukung Tiang Tunggal dengan Formula Denmark
eh = 0.75 m
Eh = 1.5 ton.m
E = 315000 ton/m²
A = 0.0625 m²
No.
Nama L S C1 Qu Qa
Tiang (m) (m/pukulan) (m) (ton) (ton)
1 1Aa 12 0.0024 0.019 53.786 17.929
2 1Ab 12 0.0022 0.019 54.305 18.102
3 1Ac 12 0.0022 0.019 54.305 18.102
4 1Ba 12 0.0024 0.019 53.786 17.929
5 1Bb 12 0.0023 0.019 54.044 18.015
6 1Bc 12 0.0027 0.019 53.025 17.675
7 1Ca 12 0.0022 0.019 54.305 18.102
8 1Cb 12 0.0023 0.019 54.044 18.015
9 1Cc 12 0.0022 0.019 54.305 18.102
10 1Da 12 0.0022 0.019 54.305 18.102
11 1Db 12 0.0022 0.019 54.305 18.102
12 1Dc 12 0.0025 0.019 53.530 17.843
13 2Aa 12 0.0024 0.019 53.786 17.929
14 2Ab 12 0.002 0.019 54.834 18.278
15 2Ac 12 0.0021 0.019 54.568 18.189
16 2Ba 12 0.0025 0.019 53.530 17.843
17 2Bb 12 0.0023 0.019 54.044 18.015
18 2Bc 12 0.002 0.019 54.834 18.278
19 2Ca 12 0.0023 0.019 54.044 18.015
20 2Cb 12 0.0021 0.019 54.568 18.189
21 2Cc 12 0.0022 0.019 54.305 18.102
22 2Da 12 0.0021 0.019 54.568 18.189
23 2Db 12 0.0021 0.019 54.568 18.189
24 2Dc 12 0.0025 0.019 53.530 17.843
25 3Aa 12 0.003 0.019 52.286 17.429
26 3Ab 12 0.0022 0.019 54.305 18.102
27 3Ba 12 0.0021 0.019 54.568 18.189
28 3Bb 12 0.002 0.019 54.834 18.278
29 3Ca 12 0.003 0.019 52.286 17.429
30 3Cb 12 0.0022 0.019 54.305 18.102
31 3Da 12 0.002 0.019 54.834 18.278
32 3Db 12 0.002 0.019 54.834 18.278
No. Nama L S C1 Qu Qa
Tiang (m) (m/pukulan) (m) (ton) (ton)
33 4Aa 12 0.0024 0.019 53.786 17.929
34 4Ab 12 0.0023 0.019 54.044 18.015
35 4Ba 12 0.0025 0.019 53.530 17.843
36 4Bb 12 0.0025 0.019 53.530 17.843
37 4Ca 12 0.0024 0.019 53.786 17.929
38 4Cb 12 0.0022 0.019 54.305 18.102
39 4Da 12 0.002 0.019 54.834 18.278
40 4Db 12 0.0024 0.019 53.786 17.929
41 5Aa 12 0.0024 0.019 53.786 17.929
42 5Ab 12 0.0027 0.019 53.025 17.675
43 5Ba 12 0.0022 0.019 54.305 18.102
44 5Bb 12 0.0022 0.019 54.305 18.102
45 5Ca 12 0.0021 0.019 54.568 18.189
46 5Cb 12 0.0025 0.019 53.530 17.843
47 5Da 12 0.0024 0.019 53.786 17.929
48 5Db 12 0.002 0.019 54.834 18.278
49 6Aa 12 0.0024 0.019 53.786 17.929
50 6Ab 12 0.0021 0.019 54.568 18.189
51 6Ba 12 0.0022 0.019 54.305 18.102
52 6Bb 12 0.0022 0.019 54.305 18.102
53 6Ca 12 0.0024 0.019 53.786 17.929
54 6Cb 12 0.0024 0.019 53.786 17.929
55 6Da 12 0.0021 0.019 54.568 18.189
56 6Db 12 0.002 0.019 54.834 18.278
57 7Aa 12 0.0025 0.019 53.530 17.843
58 7Ab 12 0.0024 0.019 53.786 17.929
59 7Ba 12 0.0021 0.019 54.568 18.189
60 7Bb 12 0.0022 0.019 54.305 18.102
61 7Ca 12 0.002 0.019 54.834 18.278
62 7Cb 12 0.0023 0.019 54.044 18.015
63 7Da 12 0.002 0.019 54.834 18.278
64 7Db 12 0.0021 0.019 54.568 18.189
65 8A' 12 0.0022 0.019 54.305 18.102
66 8Aa 12 0.002 0.019 54.834 18.278
67 8Ab 12 0.0021 0.019 54.568 18.189
68 8Ba 12 0.0023 0.019 54.044 18.015
69 8Bb 12 0.0024 0.019 53.786 17.929
70 8Ca 12 0.002 0.019 54.834 18.278
No. Nama L S C1 Qu Qa
Tiang (m) (m/pukulan) (m) (ton) (ton)
71 8Cb 12 0.0023 0.019 54.044 18.015
72 8Da 12 0.0025 0.019 53.530 17.843
73 8Db 12 0.0021 0.019 54.568 18.189
74 9A' 12 0.0022 0.019 54.305 18.102
75 9Aa 12 0.002 0.019 54.834 18.278
76 9Ab 12 0.0025 0.019 53.530 17.843
77 9Ba 12 0.0023 0.019 54.044 18.015
78 9Bb 12 0.0025 0.019 53.530 17.843
79 9Ca 12 0.002 0.019 54.834 18.278
80 9Cb 12 0.0025 0.019 53.530 17.843
81 9Da 12 0.0024 0.019 53.786 17.929
82 9Db 12 0.0024 0.019 53.786 17.929
83 10Aa 12 0.0022 0.019 54.305 18.102
84 10Ab 12 0.0024 0.019 53.786 17.929
85 10Ba 12 0.0025 0.019 53.530 17.843
86 10Bb 12 0.0025 0.019 53.530 17.843
87 10Ca 12 0.0025 0.019 53.530 17.843
88 10Cb 12 0.0025 0.019 53.530 17.843
89 10Da 12 0.0025 0.019 53.530 17.843
90 10Db 12 0.0025 0.019 53.530 17.843
91 11Aa 12 0.0025 0.019 53.530 17.843
92 11Ab 12 0.0025 0.019 53.530 17.843
93 11Ba 12 0.0023 0.019 54.044 18.015
94 11Bb 12 0.002 0.019 54.834 18.278
95 11Ca 12 0.0023 0.019 54.044 18.015
96 11Cb 12 0.0021 0.019 54.568 18.189
97 11Da 12 0.0024 0.019 53.786 17.929
98 11Db 12 0.0023 0.019 54.044 18.015
99 12Aa 12 0.002 0.019 54.834 18.278
100 12Ab 12 0.0023 0.019 54.044 18.015
101 12Ba 12 0.0025 0.019 53.530 17.843
102 12Bb 12 0.0025 0.019 53.530 17.843
103 12Ca 12 0.002 0.019 54.834 18.278
104 12Cb 12 0.0021 0.019 54.568 18.189
105 12Da 12 0.0024 0.019 53.786 17.929
106 12Db 12 0.0023 0.019 54.044 18.015
107 13Aa 12 0.002 0.019 54.834 18.278
108 13Ab 12 0.0024 0.019 53.786 17.929
No. Nama L S C1 Qu Qa
Tiang (m) (m/pukulan) (m) (ton) (ton)
109 13Ba 12 0.0022 0.019 54.305 18.102
110 13Bb 12 0.0023 0.019 54.044 18.015
111 13Ca 12 0.0024 0.019 53.786 17.929
112 13Cb 12 0.0021 0.019 54.568 18.189
113 13Da 12 0.0025 0.019 53.530 17.843
114 13Db 12 0.0023 0.019 54.044 18.015
115 14Aa 12 0.0022 0.019 54.305 18.102
116 14Ab 12 0.0024 0.019 53.786 17.929
117 14Ba 12 0.0023 0.019 54.044 18.015
118 14Bb 12 0.0021 0.019 54.568 18.189
119 14Ca 12 0.0022 0.019 54.305 18.102
120 14Cb 12 0.0021 0.019 54.568 18.189
121 14Da 12 0.002 0.019 54.834 18.278
122 14Db 12 0.002 0.019 54.834 18.278
123 15Aa 12 0.0025 0.019 53.530 17.843
124 15Ab 12 0.0025 0.019 53.530 17.843
125 15Ac 12 0.0022 0.019 54.305 18.102
126 15Ba 12 0.002 0.019 54.834 18.278
127 15Bb 12 0.0021 0.019 54.568 18.189
128 15Bc 12 0.0024 0.019 53.786 17.929
129 15Ca 12 0.0025 0.019 53.530 17.843
130 15Cb 12 0.0022 0.019 54.305 18.102
131 15Cc 12 0.0023 0.019 54.044 18.015
132 15Da 12 0.0023 0.019 54.044 18.015
133 15Db 12 0.0027 0.019 53.025 17.675
134 15Dc 12 0.002 0.019 54.834 18.278
135 16Aa 12 0.002 0.019 54.834 18.278
136 16Ab 12 0.0021 0.019 54.568 18.189
137 16Ac 12 0.0021 0.019 54.568 18.189
138 16Ba 12 0.0024 0.019 53.786 17.929
139 16Bb 12 0.0021 0.019 54.568 18.189
140 16Bc 12 0.0023 0.019 54.044 18.015
141 16Ca 12 0.0022 0.019 54.305 18.102
142 16Cb 12 0.0022 0.019 54.305 18.102
143 16Cc 12 0.002 0.019 54.834 18.278
144 16Da 12 0.0027 0.019 53.025 17.675
145 16Db 12 0.0021 0.019 54.568 18.189
146 16Dc 12 0.0022 0.019 54.305 18.102
Rekapitulasi Daya Dukung Tiang Tunggal dengan Formula ENR
eh = 0.75 m
Wr = 1.5 ton
n = 0.5
h = 1 m
A = 0.0625 m²
No.
Nama L Wp s Qu Qa
Tiang (m) (ton) (m/ pukulan) (ton) (ton)
1 1Aa 12 1.80 0.0024 135.668 33.917
2 1Ab 12 1.80 0.0022 141.441 35.360
3 1Ac 12 1.80 0.0022 141.441 35.360
4 1Ba 12 1.80 0.0024 135.668 33.917
5 1Bb 12 1.80 0.0023 138.494 34.624
6 1Bc 12 1.80 0.0027 127.841 31.960
7 1Ca 12 1.80 0.0022 141.441 35.360
8 1Cb 12 1.80 0.0023 138.494 34.624
9 1Cc 12 1.80 0.0022 141.441 35.360
10 1Da 12 1.80 0.0022 141.441 35.360
11 1Db 12 1.80 0.0022 141.441 35.360
12 1Dc 12 1.80 0.0025 132.955 33.239
13 2Aa 12 1.80 0.0024 135.668 33.917
14 2Ab 12 1.80 0.002 147.727 36.932
15 2Ac 12 1.80 0.0021 144.516 36.129
16 2Ba 12 1.80 0.0025 132.955 33.239
17 2Bb 12 1.80 0.0023 138.494 34.624
18 2Bc 12 1.80 0.002 147.727 36.932
19 2Ca 12 1.80 0.0023 138.494 34.624
20 2Cb 12 1.80 0.0021 144.516 36.129
21 2Cc 12 1.80 0.0022 141.441 35.360
22 2Da 12 1.80 0.0021 144.516 36.129
23 2Db 12 1.80 0.0021 144.516 36.129
24 2Dc 12 1.80 0.0025 132.955 33.239
25 3Aa 12 1.80 0.003 120.868 30.217
26 3Ab 12 1.80 0.0022 141.441 35.360
27 3Ba 12 1.80 0.0021 144.516 36.129
28 3Bb 12 1.80 0.002 147.727 36.932
29 3Ca 12 1.80 0.003 120.868 30.217
30 3Cb 12 1.80 0.0022 141.441 35.360
31 3Da 12 1.80 0.002 147.727 36.932
No. Nama L Wp s Qu Qa
Tiang (m) (ton) (m/ pukulan) (ton) (ton)
32 3Db 12 1.80 0.002 147.727 36.932
33 4Aa 12 1.80 0.0024 135.668 33.917
34 4Ab 12 1.80 0.0023 138.494 34.624
35 4Ba 12 1.80 0.0025 132.955 33.239
36 4Bb 12 1.80 0.0025 132.955 33.239
37 4Ca 12 1.80 0.0024 135.668 33.917
38 4Cb 12 1.80 0.0022 141.441 35.360
39 4Da 12 1.80 0.002 147.727 36.932
40 4Db 12 1.80 0.0024 135.668 33.917
41 5Aa 12 1.80 0.0024 135.668 33.917
42 5Ab 12 1.80 0.0027 127.841 31.960
43 5Ba 12 1.80 0.0022 141.441 35.360
44 5Bb 12 1.80 0.0022 141.441 35.360
45 5Ca 12 1.80 0.0021 144.516 36.129
46 5Cb 12 1.80 0.0025 132.955 33.239
47 5Da 12 1.80 0.0024 135.668 33.917
48 5Db 12 1.80 0.002 147.727 36.932
49 6Aa 12 1.80 0.0024 135.668 33.917
50 6Ab 12 1.80 0.0021 144.516 36.129
51 6Ba 12 1.80 0.0022 141.441 35.360
52 6Bb 12 1.80 0.0022 141.441 35.360
53 6Ca 12 1.80 0.0024 135.668 33.917
54 6Cb 12 1.80 0.0024 135.668 33.917
55 6Da 12 1.80 0.0021 144.516 36.129
56 6Db 12 1.80 0.002 147.727 36.932
57 7Aa 12 1.80 0.0025 132.955 33.239
58 7Ab 12 1.80 0.0024 135.668 33.917
59 7Ba 12 1.80 0.0021 144.516 36.129
60 7Bb 12 1.80 0.0022 141.441 35.360
61 7Ca 12 1.80 0.002 147.727 36.932
62 7Cb 12 1.80 0.0023 138.494 34.624
63 7Da 12 1.80 0.002 147.727 36.932
64 7Db 12 1.80 0.0021 144.516 36.129
65 8A' 12 1.80 0.0022 141.441 35.360
66 8Aa 12 1.80 0.002 147.727 36.932
67 8Ab 12 1.80 0.0021 144.516 36.129
68 8Ba 12 1.80 0.0023 138.494 34.624
69 8Bb 12 1.80 0.0024 135.668 33.917
No. Nama L Wp s Qu Qa
Tiang (m) (ton) (m/ pukulan) (ton) (ton)
70 8Ca 12 1.80 0.002 147.727 36.932
71 8Cb 12 1.80 0.0023 138.494 34.624
72 8Da 12 1.80 0.0025 132.955 33.239
73 8Db 12 1.80 0.0021 144.516 36.129
74 9A' 12 1.80 0.0022 141.441 35.360
75 9Aa 12 1.80 0.002 147.727 36.932
76 9Ab 12 1.80 0.0025 132.955 33.239
77 9Ba 12 1.80 0.0023 138.494 34.624
78 9Bb 12 1.80 0.0025 132.955 33.239
79 9Ca 12 1.80 0.002 147.727 36.932
80 9Cb 12 1.80 0.0025 132.955 33.239
81 9Da 12 1.80 0.0024 135.668 33.917
82 9Db 12 1.80 0.0024 135.668 33.917
83 10Aa 12 1.80 0.0022 141.441 35.360
84 10Ab 12 1.80 0.0024 135.668 33.917
85 10Ba 12 1.80 0.0025 132.955 33.239
86 10Bb 12 1.80 0.0025 132.955 33.239
87 10Ca 12 1.80 0.0025 132.955 33.239
88 10Cb 12 1.80 0.0025 132.955 33.239
89 10Da 12 1.80 0.0025 132.955 33.239
90 10Db 12 1.80 0.0025 132.955 33.239
91 11Aa 12 1.80 0.0025 132.955 33.239
92 11Ab 12 1.80 0.0025 132.955 33.239
93 11Ba 12 1.80 0.0023 138.494 34.624
94 11Bb 12 1.80 0.002 147.727 36.932
95 11Ca 12 1.80 0.0023 138.494 34.624
96 11Cb 12 1.80 0.0021 144.516 36.129
97 11Da 12 1.80 0.0024 135.668 33.917
98 11Db 12 1.80 0.0023 138.494 34.624
99 12Aa 12 1.80 0.002 147.727 36.932
100 12Ab 12 1.80 0.0023 138.494 34.624
101 12Ba 12 1.80 0.0025 132.955 33.239
102 12Bb 12 1.80 0.0025 132.955 33.239
103 12Ca 12 1.80 0.002 147.727 36.932
104 12Cb 12 1.80 0.0021 144.516 36.129
105 12Da 12 1.80 0.0024 135.668 33.917
106 12Db 12 1.80 0.0023 138.494 34.624
107 13Aa 12 1.80 0.002 147.727 36.932
No. Nama L Wp s Qu Qa
Tiang (m) (ton) (m/ pukulan) (ton) (ton)
108 13Ab 12 1.80 0.0024 135.668 33.917
109 13Ba 12 1.80 0.0022 141.441 35.360
110 13Bb 12 1.80 0.0023 138.494 34.624
111 13Ca 12 1.80 0.0024 135.668 33.917
112 13Cb 12 1.80 0.0021 144.516 36.129
113 13Da 12 1.80 0.0025 132.955 33.239
114 13Db 12 1.80 0.0023 138.494 34.624
115 14Aa 12 1.80 0.0022 141.441 35.360
116 14Ab 12 1.80 0.0024 135.668 33.917
117 14Ba 12 1.80 0.0023 138.494 34.624
118 14Bb 12 1.80 0.0021 144.516 36.129
119 14Ca 12 1.80 0.0022 141.441 35.360
120 14Cb 12 1.80 0.0021 144.516 36.129
121 14Da 12 1.80 0.002 147.727 36.932
122 14Db 12 1.80 0.002 147.727 36.932
123 15Aa 12 1.80 0.0025 132.955 33.239
124 15Ab 12 1.80 0.0025 132.955 33.239
125 15Ac 12 1.80 0.0022 141.441 35.360
126 15Ba 12 1.80 0.002 147.727 36.932
127 15Bb 12 1.80 0.0021 144.516 36.129
128 15Bc 12 1.80 0.0024 135.668 33.917
129 15Ca 12 1.80 0.0025 132.955 33.239
130 15Cb 12 1.80 0.0022 141.441 35.360
131 15Cc 12 1.80 0.0023 138.494 34.624
132 15Da 12 1.80 0.0023 138.494 34.624
133 15Db 12 1.80 0.0027 127.841 31.960
134 15Dc 12 1.80 0.002 147.727 36.932
135 16Aa 12 1.80 0.002 147.727 36.932
136 16Ab 12 1.80 0.0021 144.516 36.129
137 16Ac 12 1.80 0.0021 144.516 36.129
138 16Ba 12 1.80 0.0024 135.668 33.917
139 16Bb 12 1.80 0.0021 144.516 36.129
140 16Bc 12 1.80 0.0023 138.494 34.624
141 16Ca 12 1.80 0.0022 141.441 35.360
142 16Cb 12 1.80 0.0022 141.441 35.360
143 16Cc 12 1.80 0.002 147.727 36.932
144 16Da 12 1.80 0.0027 127.841 31.960
145 16Db 12 1.80 0.0021 144.516 36.129
146 16Dc 12 1.80 0.0022 141.441 35.360
Rekapitulasi Daya Dukung Tiang Tunggal dengan Formula Gates
a =
104,5 mm
b =
2,4 mm
eh =
0,75
Eh =
1,5 ton.m
s =
0,0024 m/pukulan
No.
Nama L s Qu Qa
Tiang (m) (m/ pukulan) (ton) (ton)
1 1Aa 12 0.0024 248.333 82.778
2 1Ab 12 0.0022 249.266 83.089
3 1Ac 12 0.0022 249.266 83.089
4 1Ba 12 0.0024 248.333 82.778
5 1Bb 12 0.0023 248.790 82.930
6 1Bc 12 0.0027 247.065 82.355
7 1Ca 12 0.0022 249.266 83.089
8 1Cb 12 0.0023 248.790 82.930
9 1Cc 12 0.0022 249.266 83.089
10 1Da 12 0.0022 249.266 83.089
11 1Db 12 0.0022 249.266 83.089
12 1Dc 12 0.0025 247.895 82.632
13 2Aa 12 0.0024 248.333 82.778
14 2Ab 12 0.002 250.284 83.428
15 2Ac 12 0.0021 249.764 83.255
16 2Ba 12 0.0025 247.895 82.632
17 2Bb 12 0.0023 248.790 82.930
18 2Bc 12 0.002 250.284 83.428
19 2Ca 12 0.0023 248.790 82.930
20 2Cb 12 0.0021 249.764 83.255
21 2Cc 12 0.0022 249.266 83.089
22 2Da 12 0.0021 249.764 83.255
23 2Db 12 0.0021 249.764 83.255
24 2Dc 12 0.0025 247.895 82.632
25 3Aa 12 0.003 245.925 81.975
26 3Ab 12 0.0022 249.266 83.089
27 3Ba 12 0.0021 249.764 83.255
28 3Bb 12 0.002 250.284 83.428
29 3Ca 12 0.003 245.925 81.975
30 3Cb 12 0.0022 249.266 83.089
No. Nama L s Qu Qa
Tiang (m) (m/ pukulan) (ton) (ton)
31 3Da 12 0.002 250.284 83.428
32 3Db 12 0.002 250.284 83.428
33 4Aa 12 0.0024 248.333 82.778
34 4Ab 12 0.0023 248.790 82.930
35 4Ba 12 0.0025 247.895 82.632
36 4Bb 12 0.0025 247.895 82.632
37 4Ca 12 0.0024 248.333 82.778
38 4Cb 12 0.0022 249.266 83.089
39 4Da 12 0.002 250.284 83.428
40 4Db 12 0.0024 248.333 82.778
41 5Aa 12 0.0024 248.333 82.778
42 5Ab 12 0.0027 247.065 82.355
43 5Ba 12 0.0022 249.266 83.089
44 5Bb 12 0.0022 249.266 83.089
45 5Ca 12 0.0021 249.764 83.255
46 5Cb 12 0.0025 247.895 82.632
47 5Da 12 0.0024 248.333 82.778
48 5Db 12 0.002 250.284 83.428
49 6Aa 12 0.0024 248.333 82.778
50 6Ab 12 0.0021 249.764 83.255
51 6Ba 12 0.0022 249.266 83.089
52 6Bb 12 0.0022 249.266 83.089
53 6Ca 12 0.0024 248.333 82.778
54 6Cb 12 0.0024 248.333 82.778
55 6Da 12 0.0021 249.764 83.255
56 6Db 12 0.002 250.284 83.428
57 7Aa 12 0.0025 247.895 82.632
58 7Ab 12 0.0024 248.333 82.778
59 7Ba 12 0.0021 249.764 83.255
60 7Bb 12 0.0022 249.266 83.089
61 7Ca 12 0.002 250.284 83.428
62 7Cb 12 0.0023 248.790 82.930
63 7Da 12 0.002 250.284 83.428
64 7Db 12 0.0021 249.764 83.255
65 8A' 12 0.0022 249.266 83.089
66 8Aa 12 0.002 250.284 83.428
67 8Ab 12 0.0021 249.764 83.255
68 8Ba 12 0.0023 248.790 82.930
No. Nama L s Qu Qa
Tiang (m) (m/ pukulan) (ton) (ton)
69 8Bb 12 0.0024 248.333 82.778
70 8Ca 12 0.002 250.284 83.428
71 8Cb 12 0.0023 248.790 82.930
72 8Da 12 0.0025 247.895 82.632
73 8Db 12 0.0021 249.764 83.255
74 9A' 12 0.0022 249.266 83.089
75 9Aa 12 0.002 250.284 83.428
76 9Ab 12 0.0025 247.895 82.632
77 9Ba 12 0.0023 248.790 82.930
78 9Bb 12 0.0025 247.895 82.632
79 9Ca 12 0.002 250.284 83.428
80 9Cb 12 0.0025 247.895 82.632
81 9Da 12 0.0024 248.333 82.778
82 9Db 12 0.0024 248.333 82.778
83 10Aa 12 0.0022 249.266 83.089
84 10Ab 12 0.0024 248.333 82.778
85 10Ba 12 0.0025 247.895 82.632
86 10Bb 12 0.0025 247.895 82.632
87 10Ca 12 0.0025 247.895 82.632
88 10Cb 12 0.0025 247.895 82.632
89 10Da 12 0.0025 247.895 82.632
90 10Db 12 0.0025 247.895 82.632
91 11Aa 12 0.0025 247.895 82.632
92 11Ab 12 0.0025 247.895 82.632
93 11Ba 12 0.0023 248.790 82.930
94 11Bb 12 0.002 250.284 83.428
95 11Ca 12 0.0023 248.790 82.930
96 11Cb 12 0.0021 249.764 83.255
97 11Da 12 0.0024 248.333 82.778
98 11Db 12 0.0023 248.790 82.930
99 12Aa 12 0.002 250.284 83.428
100 12Ab 12 0.0023 248.790 82.930
101 12Ba 12 0.0025 247.895 82.632
102 12Bb 12 0.0025 247.895 82.632
103 12Ca 12 0.002 250.284 83.428
104 12Cb 12 0.0021 249.764 83.255
105 12Da 12 0.0024 248.333 82.778
106 12Db 12 0.0023 248.790 82.930
No. Nama L s Qu Qa
Tiang (m) (m/ pukulan) (ton) (ton)
107 13Aa 12 0.002 250.284 83.428
108 13Ab 12 0.0024 248.333 82.778
109 13Ba 12 0.0022 249.266 83.089
110 13Bb 12 0.0023 248.790 82.930
111 13Ca 12 0.0024 248.333 82.778
112 13Cb 12 0.0021 249.764 83.255
113 13Da 12 0.0025 247.895 82.632
114 13Db 12 0.0023 248.790 82.930
115 14Aa 12 0.0022 249.266 83.089
116 14Ab 12 0.0024 248.333 82.778
117 14Ba 12 0.0023 248.790 82.930
118 14Bb 12 0.0021 249.764 83.255
119 14Ca 12 0.0022 249.266 83.089
120 14Cb 12 0.0021 249.764 83.255
121 14Da 12 0.002 250.284 83.428
122 14Db 12 0.002 250.284 83.428
123 15Aa 12 0.0025 247.895 82.632
124 15Ab 12 0.0025 247.895 82.632
125 15Ac 12 0.0022 249.266 83.089
126 15Ba 12 0.002 250.284 83.428
127 15Bb 12 0.0021 249.764 83.255
128 15Bc 12 0.0024 248.333 82.778
129 15Ca 12 0.0025 247.895 82.632
130 15Cb 12 0.0022 249.266 83.089
131 15Cc 12 0.0023 248.790 82.930
132 15Da 12 0.0023 248.790 82.930
133 15Db 12 0.0027 247.065 82.355
134 15Dc 12 0.002 250.284 83.428
135 16Aa 12 0.002 250.284 83.428
136 16Ab 12 0.0021 249.764 83.255
137 16Ac 12 0.0021 249.764 83.255
138 16Ba 12 0.0024 248.333 82.778
139 16Bb 12 0.0021 249.764 83.255
140 16Bc 12 0.0023 248.790 82.930
141 16Ca 12 0.0022 249.266 83.089
142 16Cb 12 0.0022 249.266 83.089
143 16Cc 12 0.002 250.284 83.428
144 16Da 12 0.0027 247.065 82.355
145 16Db 12 0.0021 249.764 83.255
146 16Dc 12 0.0022 249.266 83.089
