BAB V PEREN CAN AAN KON STRUKSI
V - 21
Tabel 5.7 Perhitungan Metode Irisan Bidang Glincir Pada Kondisi Air Penuh Bagian Hulu
e e
s
T T
tg N
U N
Cl F
+ +
= φ
. -
- 1,2
98 .
921 85
. 1512
06 .
144 07
. 4012
+ +
=
s
F
= 1,707 Fs Syarat = 1,2 ……….aman
deg rad
111.01 3.14
77
30
0.52
Irisan A m2 γ
W tm α
α rad sin
α cos α T = W Te =
N = W e
Ne = h
γw u = sudut
l U =
U = tan
θ N-Ne-U C C.L
sin α
eW cos α
cos α
e.W sin α
h γw pias
ul ulcos
α tan
θ
270.90 1.00
270.90 -20.0
-0.35 -0.34
0.94 -92.69
30.55 254.55
0.12 -11.123
0.00 1.00
0.00 8.0
15.51 0.00
0.00 0.58
153.46 20.76
2.40 49.81
-20.0 -0.35
-0.34 0.94
-17.04 5.62
46.81 0.12
-2.045 5.33
1.00 5.33
11.0 21.32
113.64 120.94 0.58
-41.64 531.99
1.00 531.99
-13.5 -0.24
-0.23 0.97
-124.24 62.07
517.28 0.12
-14.909 0.00
1.00 0.00
11.0 21.32
0.00 0.00
0.58 307.41
176.59 2.40
423.82 -13.5
-0.24 -0.23
0.97 -98.98
49.45 412.10
0.12 -11.877
15.05 1.00 15.05 11.0
21.32 320.87 329.99
0.58 54.29
446.14 1.00
446.14 -4.5
-0.08 -0.08
1.00 -35.02
53.37 444.76
0.12 -4.202
0.00 1.00
0.00 11.0
21.32 0.00
0.00 0.58
259.34 327.40
2.40 785.76
-4.5 -0.08
-0.08 1.00
-61.67 94.00
783.34 0.12
-7.401 22.20
1.00 22.20 11.0 21.32
473.31 474.77 0.58
182.51 345.63
1.00 345.63
4.5 0.08
0.08 1.00
27.13 41.35
344.56 0.12
3.255 0.00
1.00 0.00
11.0 21.32
0.00 0.00
0.58 197.15
427.91 2.40
1026.98 4.5
0.08 0.08
1.00 80.61
122.86 1023.82
0.12 9.673
26.62 1.00 26.62 11.0
21.32 567.54 569.30
0.58 256.95
240.28 1.00
240.28 13.5
0.24 0.23
0.97 56.11
28.04 233.64
0.12 6.734
0.00 1.00
0.00 11.0
21.32 0.00
0.00 0.58
131.07 468.30
2.40 1123.92
13.5 0.24
0.23 0.97
262.48 131.14
1092.84 0.12
31.497 28.20
1.00 28.20 11.0 21.32
601.23 618.33 0.58
255.90 139.70
1.00 139.70
22.5 0.39
0.38 0.92
53.48 15.49
129.06 0.12
6.418 0.00
1.00 0.00
11.0 21.32
0.00 0.00
0.58 70.84
447.38 2.40
1073.72 22.5
0.39 0.38
0.92 411.05
119.03 991.92
0.12 49.326
26.90 1.00 26.90 11.0
21.32 573.51 620.81
0.58 185.88
52.33 1.00
52.33 31.5
0.55 0.52
0.85 27.35
5.35 44.61
0.12 3.282
0.00 1.00
0.00 11.0
21.32 0.00
0.00 0.58
23.87 372.70
2.40 894.49
31.5 0.55
0.52 0.85
467.54 91.51
762.57 0.12
56.104 22.75
1.00 22.75 11.0 21.32
485.03 568.94 0.58
79.44 1.65
1.00 1.65
40.5 0.71
0.65 0.76
1.07 0.15
1.25 0.12
0.128 0.00
1.00 0.00
11.0 21.32
0.00 0.00
0.58 0.65
259.44 2.40
622.66 40.5
0.71 0.65
0.76 404.52
56.80 473.36
0.12 48.542
15.48 1.00 15.48 11.0
21.32 330.04 434.13
0.58 -5.38
9 106.05
1.86 197.25
50 0.87
0.77 0.64
151.15 15.21
126.74 0.12
18.138 0.00
1.00 0.00
11.0 21.32
0.00 0.00
0.58 62.73
1512.85 921.98
7683.20 181.54
121 356.63
3030.67 144.06
r π
θ
1 1
.2 5
Jumlah
1
α
8 2
3 4
5 6
7 4
1 2
.0 7
BAB V PEREN CAN AAN KON STRUKSI
Kategori