Stabilitas Opsi 2.docx
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- Pages: 28
No 1 2 3 4 5 6 7 Total
Gaya W1 W2 W3 W4 W5 W6 W7
Gaya Akibat Beban Sendiri MAN Luas (m2) Berat Jenis (ton/m3) Besar gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 1,000 2,400 2,400 5,775 13,860 0,000 1,216 2,400 2,918 5,023 14,659 0,000 11,192 2,400 26,861 5,247 140,939 0,000 7,061 2,400 16,946 2,505 42,451 0,000 7,000 2,400 16,800 5,736 96,365 0,000 0,750 2,400 1,800 3,986 7,175 0,000 17,798 2,400 42,715 1,618 69,113 0,000 110,441 384,561
No 1 2 3 4 5 6 7 Total
Gaya W1 W2 W3 W4 W5 W6 W7
Gaya Akibat Beban Sendiri kondisi MAB Luas (m2) Berat Jenis (ton/m3) Besar gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 1,000 2,400 2,400 5,775 13,860 0,000 1,216 2,400 2,918 5,023 14,659 0,000 11,192 2,400 26,861 5,247 140,939 0,000 7,061 2,400 16,946 2,505 42,451 0,000 7,000 2,400 16,800 5,736 96,365 0,000 0,750 2,400 1,800 3,986 7,175 0,000 17,798 2,400 42,715 1,618 69,113 0,000 110,441 384,561
No 1 2 3 4 5 6 7 Total
Gaya W1 W2 W3 W4 W5 W6 W7
Gaya Gempa kondisi MAN Gaya Berat (ton) Koefisien Gempa Gaya Gempa (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 2,400 0,087 0,209 9,983 0,000 2,084 2,918 0,087 0,254 9,530 0,000 2,420 26,861 0,087 2,337 7,379 0,000 17,244 16,946 0,087 1,474 6,753 0,000 9,956 16,800 0,087 1,462 3,750 0,000 5,481 1,800 0,087 0,157 5,250 0,000 0,822 42,715 0,087 3,716 2,750 0,000 10,220 9,608 48,227
No 1 2 3 4 5 6 7 Total
Gaya W1 W2 W3 W4 W5 W6 W7
Gaya Gempa kondisi MAB Gaya Berat (ton) Koefisien Gempa Gaya Gempa (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 2,400 0,087 0,209 9,983 0,000 2,084 2,918 0,087 0,254 9,530 0,000 2,420 26,861 0,087 2,337 7,379 0,000 17,244 16,946 0,087 1,474 6,753 0,000 9,956 16,800 0,087 1,462 3,750 0,000 5,481 1,800 0,087 0,157 5,250 0,000 0,822 42,715 0,087 3,716 2,750 0,000 10,220 9,608 48,227
Titik
Gaya Uplift Masing-masing titik (MAB) Panjang Rembesan LW ΔH=LW/CW LV LH LH/3
0 1,000
0,000
0,000
0,000
0,800
0,267
1 2 0,500
0,000 1,500
0,500
0,000
0,000
0,000
0,800
0,267
5 6 0,000 1,500
0,500
0,000
0,000
0,000
0,800
0,267
9 10 0,500
0,000
0,000
0,000
1,500
0,500
11 12 3,000
0,000
0,000
0,000
2,000
0,667
13 14 3,000
0,000
0,000
0,000
1,500
0,500
15 16 5,000
0,000
0,000
0,000
3,236
1,079
17 18 3,865
0,000
0,000
0,000
17,295
5,765
19 20 21
0
7,463
7,463
1,000
0,122
8,463
8,341
1,267
0,155
8,463
8,308
1,767
0,216
7,963
7,747
2,267
0,277
7,963
7,686
2,767
0,338
8,463
8,125
3,033
0,371
8,463
8,092
3,533
0,432
7,963
7,531
4,033
0,493
7,963
7,470
4,533
0,554
8,463
7,909
4,800
0,587
8,463
7,876
5,300
0,648
7,963
7,315
5,800
0,709
7,963
7,254
8,800
1,076
10,963
9,887
9,467
1,157
10,963
9,806
12,467
1,524
7,963
6,439
12,967
1,585
7,963
6,378
17,967
2,197
12,963
10,766
19,045
2,328
12,963
10,635
22,910
2,801
9,098
6,297
28,675
3,506
9,098
5,592
31,457
3,846
6,133
2,287
0,500
8
2,782
0,000
0,000
7 0,000
0,000
0,500
4
0,500
Px
0,000
3 0,000
H
0
Titik
Gaya Uplift Masing-masing titik (MAN) Panjang Rembesan LW ΔH=LW/CW LV LH LH/3
0 1,000
0,000
0,000
0,000
0,800
0,267
1 2 0,500
0,000 1,500
0,500
0,000
0,000
0,000
0,800
0,267
5 6 0,000 1,500
0,500
0,000
0,000
0,000
0,800
0,267
9 10 0,500
0,000
0,000
0,000
1,500
0,500
11 12 3,000
0,000
0,000
0,000
2,000
0,667
13 14 3,000
0,000
0,000
0,000
1,500
0,500
15 16 5,000
0,000
0,000
0,000
3,236
1,079
17 18 3,865
0,000
0,000
0,000
15,000
5,000
19 20 21
0
4,993
4,993
1,000
0,122
5,993
5,871
1,267
0,155
5,993
5,838
1,767
0,216
5,493
5,277
2,267
0,277
5,493
5,216
2,767
0,338
5,993
5,655
3,033
0,371
5,993
5,622
3,533
0,432
5,493
5,061
4,033
0,493
5,493
5,000
4,533
0,554
5,993
5,439
4,800
0,587
5,993
5,406
5,300
0,648
5,493
4,845
5,800
0,709
5,493
4,784
8,800
1,076
8,493
7,417
9,467
1,157
8,493
7,336
12,467
1,524
5,493
3,969
12,967
1,585
5,493
3,908
17,967
2,197
9,493
7,296
19,045
2,328
9,493
7,165
22,910
2,801
5,628
2,827
27,910
3,412
5,628
2,216
30,692
3,752
3,846
0,094
0,500
8
2,782
0,000
0,000
7 0,000
0,000
0,500
4
0,500
Px
0,000
3 0,000
H
0
14
Gaya Uplift Keadaan Muka Air Normal Besar Gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 7,417 7,376 5,736 0,000 42,311 7,336
15
3,969
16
3,908
17
7,296
Titik 13
18 Total
3,938
3,986
0,000
15,698
7,230
1,618
0,000
11,699
7,165 18,545
69,707
14
Gaya Uplift Keadaan Muka Air Banjir Besar Gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 9,887 9,846 5,736 0,000 56,479 9,806
15
6,439
16
6,378
17
10,766
Titik 13
18 Total
6,408
3,986
0,000
25,543
10,700
1,618
0,000
17,313
10,635 26,955
99,335
Gaya Hidrostatis dan Tanah kondisi MAN Nomor Gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) W1 12,465 7,146 0,000 89,075 W2 1,571 3,167 0,000 4,975 W3 17,476 3,750 0,000 65,535 W4 0,513 0,667 0,000 0,342 W5 11,781 1,000 0,000 11,781 W6 1,154 3,000 0,000 3,462 W7 0,384 3,500 0,000 1,344 W8 14,979 3,500 0,000 52,427 W9 -34,939 1,833 64,054 0,000 W10 -3,465 3,500 12,128 0,000 W11 -10,395 3,000 31,185 0,000 Total 11,524 107,366 228,941
Nomor W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 Total
Gaya Hidrostatis dan Tanah kondisi MAB Gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) Vertikal Horizontal 4,900 0,000 5,655 27,710 0,000 0,000 12,465 7,164 0,000 89,299 0,000 11,319 7,997 0,000 90,518 0,000 1,571 3,167 0,000 4,975 0,000 25,410 3,750 0,000 95,288 0,000 0,513 0,667 0,000 0,342 0,000 16,315 1,000 0,000 16,315 0,000 1,154 3,000 0,000 3,462 0,000 0,385 3,500 0,000 1,348 0,000 21,780 3,500 0,000 76,230 0,000 -34,939 1,833 64,043 0,000 0,000 -3,465 3,500 12,128 0,000 0,000 -10,395 3,000 31,185 0,000 4,900 42,113 135,065 377,777
Gaya dan Momen kondisi MAN Tanpa Gempa Gaya (ton) Momen (ton.m) No Keterangan Horizontal Vertikal Tahanan Guling 1 Beban Sendiri 0,000 -110,441 384,561 0,000 2 Uplift 0,000 18,545 0,000 69,707 3 Hidrostatis 11,524 0,000 107,366 228,941 Total 11,524 -91,896 491,927 298,648 SFGeser 7,974 Aman SFGuling 1,647 Aman Syarat Batas ≥ 1,5
Gaya dan Momen kondisi MAB Tanpa Gempa Gaya (ton) Momen (ton.m) No Keterangan Horizontal Vertikal Tahanan Guling 1 Beban Sendiri 0,000 -110,441 384,561 0,000 2 Uplift 0,000 26,955 0,000 99,335 3 Hidrostatis 42,113 -4,900 135,065 377,777 Total 42,113 -88,386 519,626 477,112 SFGeser 2,099 Aman SFGuling 1,089 Tidak Aman Syarat Batas ≥ 1,5
Gaya dan Momen kondisi MAN dengan Gempa Gaya (ton) Momen (ton.m) No Keterangan Horizontal Vertikal Tahanan Guling 1 Beban Sendiri 0,000 -110,441 384,561 0,000 2 Uplift 0,000 18,545 0,000 69,707 3 Hidrostatis 11,524 0,000 107,366 228,941 4 Gempa 9,608 0,000 0,000 48,227 Total 21,132 -91,896 491,927 346,875 SFGeser 4,349 Aman SFGuling 1,418 Tidak Aman Syarat Batas ≥ 1,5
Gaya dan Momen kondisi MAB dengan Gempa Gaya (ton) Momen (ton.m) No Keterangan Horizontal Vertikal Tahanan Guling 1 Beban Sendiri 0,000 -110,441 384,561 0,000 2 Uplift 0,000 26,955 0,000 99,335 3 Hidrostatis 42,113 -4,900 135,065 377,777 4 Gempa 9,608 0,000 0,000 48,227 Total 51,721 -88,386 519,626 525,339 SFGeser 1,709 Aman SFGuling 0,989 Tidak Aman Syarat Batas ≥ 1,5
Gaya W1 W2 W3 W4 W5 W6 W7
Gaya Akibat Beban Sendiri MAN Luas (m2) Berat Jenis (ton/m3) Besar gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 1,000 2,400 2,400 5,775 13,860 0,000 1,216 2,400 2,918 5,023 14,659 0,000 11,192 2,400 26,861 5,247 140,939 0,000 7,061 2,400 16,946 2,505 42,451 0,000 7,000 2,400 16,800 5,736 96,365 0,000 0,750 2,400 1,800 3,986 7,175 0,000 17,798 2,400 42,715 1,618 69,113 0,000 110,441 384,561
No 1 2 3 4 5 6 7 Total
Gaya W1 W2 W3 W4 W5 W6 W7
Gaya Akibat Beban Sendiri kondisi MAB Luas (m2) Berat Jenis (ton/m3) Besar gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 1,000 2,400 2,400 5,775 13,860 0,000 1,216 2,400 2,918 5,023 14,659 0,000 11,192 2,400 26,861 5,247 140,939 0,000 7,061 2,400 16,946 2,505 42,451 0,000 7,000 2,400 16,800 5,736 96,365 0,000 0,750 2,400 1,800 3,986 7,175 0,000 17,798 2,400 42,715 1,618 69,113 0,000 110,441 384,561
No 1 2 3 4 5 6 7 Total
Gaya W1 W2 W3 W4 W5 W6 W7
Gaya Gempa kondisi MAN Gaya Berat (ton) Koefisien Gempa Gaya Gempa (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 2,400 0,087 0,209 9,983 0,000 2,084 2,918 0,087 0,254 9,530 0,000 2,420 26,861 0,087 2,337 7,379 0,000 17,244 16,946 0,087 1,474 6,753 0,000 9,956 16,800 0,087 1,462 3,750 0,000 5,481 1,800 0,087 0,157 5,250 0,000 0,822 42,715 0,087 3,716 2,750 0,000 10,220 9,608 48,227
No 1 2 3 4 5 6 7 Total
Gaya W1 W2 W3 W4 W5 W6 W7
Gaya Gempa kondisi MAB Gaya Berat (ton) Koefisien Gempa Gaya Gempa (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 2,400 0,087 0,209 9,983 0,000 2,084 2,918 0,087 0,254 9,530 0,000 2,420 26,861 0,087 2,337 7,379 0,000 17,244 16,946 0,087 1,474 6,753 0,000 9,956 16,800 0,087 1,462 3,750 0,000 5,481 1,800 0,087 0,157 5,250 0,000 0,822 42,715 0,087 3,716 2,750 0,000 10,220 9,608 48,227
Titik
Gaya Uplift Masing-masing titik (MAB) Panjang Rembesan LW ΔH=LW/CW LV LH LH/3
0 1,000
0,000
0,000
0,000
0,800
0,267
1 2 0,500
0,000 1,500
0,500
0,000
0,000
0,000
0,800
0,267
5 6 0,000 1,500
0,500
0,000
0,000
0,000
0,800
0,267
9 10 0,500
0,000
0,000
0,000
1,500
0,500
11 12 3,000
0,000
0,000
0,000
2,000
0,667
13 14 3,000
0,000
0,000
0,000
1,500
0,500
15 16 5,000
0,000
0,000
0,000
3,236
1,079
17 18 3,865
0,000
0,000
0,000
17,295
5,765
19 20 21
0
7,463
7,463
1,000
0,122
8,463
8,341
1,267
0,155
8,463
8,308
1,767
0,216
7,963
7,747
2,267
0,277
7,963
7,686
2,767
0,338
8,463
8,125
3,033
0,371
8,463
8,092
3,533
0,432
7,963
7,531
4,033
0,493
7,963
7,470
4,533
0,554
8,463
7,909
4,800
0,587
8,463
7,876
5,300
0,648
7,963
7,315
5,800
0,709
7,963
7,254
8,800
1,076
10,963
9,887
9,467
1,157
10,963
9,806
12,467
1,524
7,963
6,439
12,967
1,585
7,963
6,378
17,967
2,197
12,963
10,766
19,045
2,328
12,963
10,635
22,910
2,801
9,098
6,297
28,675
3,506
9,098
5,592
31,457
3,846
6,133
2,287
0,500
8
2,782
0,000
0,000
7 0,000
0,000
0,500
4
0,500
Px
0,000
3 0,000
H
0
Titik
Gaya Uplift Masing-masing titik (MAN) Panjang Rembesan LW ΔH=LW/CW LV LH LH/3
0 1,000
0,000
0,000
0,000
0,800
0,267
1 2 0,500
0,000 1,500
0,500
0,000
0,000
0,000
0,800
0,267
5 6 0,000 1,500
0,500
0,000
0,000
0,000
0,800
0,267
9 10 0,500
0,000
0,000
0,000
1,500
0,500
11 12 3,000
0,000
0,000
0,000
2,000
0,667
13 14 3,000
0,000
0,000
0,000
1,500
0,500
15 16 5,000
0,000
0,000
0,000
3,236
1,079
17 18 3,865
0,000
0,000
0,000
15,000
5,000
19 20 21
0
4,993
4,993
1,000
0,122
5,993
5,871
1,267
0,155
5,993
5,838
1,767
0,216
5,493
5,277
2,267
0,277
5,493
5,216
2,767
0,338
5,993
5,655
3,033
0,371
5,993
5,622
3,533
0,432
5,493
5,061
4,033
0,493
5,493
5,000
4,533
0,554
5,993
5,439
4,800
0,587
5,993
5,406
5,300
0,648
5,493
4,845
5,800
0,709
5,493
4,784
8,800
1,076
8,493
7,417
9,467
1,157
8,493
7,336
12,467
1,524
5,493
3,969
12,967
1,585
5,493
3,908
17,967
2,197
9,493
7,296
19,045
2,328
9,493
7,165
22,910
2,801
5,628
2,827
27,910
3,412
5,628
2,216
30,692
3,752
3,846
0,094
0,500
8
2,782
0,000
0,000
7 0,000
0,000
0,500
4
0,500
Px
0,000
3 0,000
H
0
14
Gaya Uplift Keadaan Muka Air Normal Besar Gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 7,417 7,376 5,736 0,000 42,311 7,336
15
3,969
16
3,908
17
7,296
Titik 13
18 Total
3,938
3,986
0,000
15,698
7,230
1,618
0,000
11,699
7,165 18,545
69,707
14
Gaya Uplift Keadaan Muka Air Banjir Besar Gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) 9,887 9,846 5,736 0,000 56,479 9,806
15
6,439
16
6,378
17
10,766
Titik 13
18 Total
6,408
3,986
0,000
25,543
10,700
1,618
0,000
17,313
10,635 26,955
99,335
Gaya Hidrostatis dan Tanah kondisi MAN Nomor Gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) W1 12,465 7,146 0,000 89,075 W2 1,571 3,167 0,000 4,975 W3 17,476 3,750 0,000 65,535 W4 0,513 0,667 0,000 0,342 W5 11,781 1,000 0,000 11,781 W6 1,154 3,000 0,000 3,462 W7 0,384 3,500 0,000 1,344 W8 14,979 3,500 0,000 52,427 W9 -34,939 1,833 64,054 0,000 W10 -3,465 3,500 12,128 0,000 W11 -10,395 3,000 31,185 0,000 Total 11,524 107,366 228,941
Nomor W1 W2 W3 W4 W5 W6 W7 W8 W9 W10 W11 W12 W13 Total
Gaya Hidrostatis dan Tanah kondisi MAB Gaya (ton) Jarak (m) Momen Tahanan (ton.m) Momen Guling (ton.m) Vertikal Horizontal 4,900 0,000 5,655 27,710 0,000 0,000 12,465 7,164 0,000 89,299 0,000 11,319 7,997 0,000 90,518 0,000 1,571 3,167 0,000 4,975 0,000 25,410 3,750 0,000 95,288 0,000 0,513 0,667 0,000 0,342 0,000 16,315 1,000 0,000 16,315 0,000 1,154 3,000 0,000 3,462 0,000 0,385 3,500 0,000 1,348 0,000 21,780 3,500 0,000 76,230 0,000 -34,939 1,833 64,043 0,000 0,000 -3,465 3,500 12,128 0,000 0,000 -10,395 3,000 31,185 0,000 4,900 42,113 135,065 377,777
Gaya dan Momen kondisi MAN Tanpa Gempa Gaya (ton) Momen (ton.m) No Keterangan Horizontal Vertikal Tahanan Guling 1 Beban Sendiri 0,000 -110,441 384,561 0,000 2 Uplift 0,000 18,545 0,000 69,707 3 Hidrostatis 11,524 0,000 107,366 228,941 Total 11,524 -91,896 491,927 298,648 SFGeser 7,974 Aman SFGuling 1,647 Aman Syarat Batas ≥ 1,5
Gaya dan Momen kondisi MAB Tanpa Gempa Gaya (ton) Momen (ton.m) No Keterangan Horizontal Vertikal Tahanan Guling 1 Beban Sendiri 0,000 -110,441 384,561 0,000 2 Uplift 0,000 26,955 0,000 99,335 3 Hidrostatis 42,113 -4,900 135,065 377,777 Total 42,113 -88,386 519,626 477,112 SFGeser 2,099 Aman SFGuling 1,089 Tidak Aman Syarat Batas ≥ 1,5
Gaya dan Momen kondisi MAN dengan Gempa Gaya (ton) Momen (ton.m) No Keterangan Horizontal Vertikal Tahanan Guling 1 Beban Sendiri 0,000 -110,441 384,561 0,000 2 Uplift 0,000 18,545 0,000 69,707 3 Hidrostatis 11,524 0,000 107,366 228,941 4 Gempa 9,608 0,000 0,000 48,227 Total 21,132 -91,896 491,927 346,875 SFGeser 4,349 Aman SFGuling 1,418 Tidak Aman Syarat Batas ≥ 1,5
Gaya dan Momen kondisi MAB dengan Gempa Gaya (ton) Momen (ton.m) No Keterangan Horizontal Vertikal Tahanan Guling 1 Beban Sendiri 0,000 -110,441 384,561 0,000 2 Uplift 0,000 26,955 0,000 99,335 3 Hidrostatis 42,113 -4,900 135,065 377,777 4 Gempa 9,608 0,000 0,000 48,227 Total 51,721 -88,386 519,626 525,339 SFGeser 1,709 Aman SFGuling 0,989 Tidak Aman Syarat Batas ≥ 1,5
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