Pembebaaanan Struktur
18
Pembebanan Lantai Atap 1. Beban Mati 1.1 Pelat Lantai h Luas Berat Jenis Beban (m) (m2) (kg/m3) (Ton) 0.12 x 410.27 x 2400 = 118.16 1.2 Balok Induk b h L Berat Jenis Beban (m) (m) (m) (kg/m3) (Ton) AS-1 0.2 x 0.28 x 22.02 x 2,400 = 2.96 AS-2 0.2 x 0.28 x 32.97 x 2,400 = 4.43 AS-3 0.2 x 0.28 x 22.02 x 2,400 = 2.96 AS-4 0.2 x 0.28 x 22.8 x 2,400 = 3.06 AS-5 0.15 x 0.23 x 39.87 x 2,400 = 3.30 AS-E 0.2 x 0.28 x 17.86 x 2,400 = 2.40 AS-D 0.2 x 0.28 x 32.7 x 2,400 = 4.39 AS-C 0.2 x 0.28 x 32.7 x 2,400 = 4.39 AS-B 0.2 x 0.28 x 26.07 x 2,400 = 3.50 AS-A' 0.2 x 0.28 x 17.86 x 2,400 = 2.40 Planter Box 0.2 x 0.28 x 64.31 x 2,400 = 8.64 42.45 1.3 Tanggulan b h L Berat Jenis Beban (m) (m) (m) (kg/m3) (Ton) 0.15 x 0.1 x 186.51 x 2,400 = 6.71 1.5 Dinding Panjang Lebar Jumlah Berat Jenis Beban (m) (m) (kg/m2) (Ton) Planter Box 74.5 x 1.28 x 1 x 250 = 23.84 Total = 184.45 2. Beban Hidup Luas Beban Hidup Beban (m2) (kg/m2) (Ton) 410.27 x 100 = 41.027
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Transcript of Pembebaaanan Struktur
Pembebanan Lantai Atap
1. Beban Mati
1.1 Pelat Lantaih Luas Berat Jenis Beban
(m) (m2) (kg/m3) (Ton)0.12 x 410.27 x 2400 = 118.16
1.2 Balok Induk b h L Berat Jenis Beban
(m) (m) (m) (kg/m3) (Ton)AS-1 0.2 x 0.28 x 22.02 x 2,400 = 2.96AS-2 0.2 x 0.28 x 32.97 x 2,400 = 4.43AS-3 0.2 x 0.28 x 22.02 x 2,400 = 2.96AS-4 0.2 x 0.28 x 22.8 x 2,400 = 3.06AS-5 0.15 x 0.23 x 39.87 x 2,400 = 3.30AS-E 0.2 x 0.28 x 17.86 x 2,400 = 2.40AS-D 0.2 x 0.28 x 32.7 x 2,400 = 4.39AS-C 0.2 x 0.28 x 32.7 x 2,400 = 4.39AS-B 0.2 x 0.28 x 26.07 x 2,400 = 3.50AS-A' 0.2 x 0.28 x 17.86 x 2,400 = 2.40
Planter Box 0.2 x 0.28 x 64.31 x 2,400 = 8.6442.45
1.3 Tanggulanb h L Berat Jenis Beban
(m) (m) (m) (kg/m3) (Ton)0.15 x 0.1 x 186.51 x 2,400 = 6.71
1.5 Dinding Panjang Lebar Jumlah Berat Jenis Beban(m) (m) (kg/m2) (Ton)
Planter Box 74.5 x 1.28 x 1 x 250 = 23.84
Total = 184.45
2. Beban Hidup
Luas Beban Hidup Beban
(m2) (kg/m2) (Ton)
410.27 x 100 = 41.027
Pembebanan Lantai 2
1. Beban Mati
1.1 Pelat Lantai
h Luas Berat Jenis Beban
(m) (m2) (kg/m3) (Ton)
0.12 x 321.26 x 2400 = 92.52
1.2 Balok Induk
b h L Berat Jenis Beban
(m) (m) (m) (kg/m3) (Ton)
AS-1 0.2 x 0.28 x 23.18 x 2,400 = 3.12
AS-2 0.2 x 0.28 x 34.97 x 2,400 = 4.70
AS-2' 0.15 x 0.18 x 15.08 x 2,400 = 0.98
AS-3 0.2 x 0.28 x 23.02 x 2,400 = 3.09
AS-4 0.2 x 0.28 x 24.09 x 2,400 = 3.24
AS-E 0.2 x 0.28 x 19.01 x 2,400 = 2.55
AS-E' 0.15 x 0.18 x 17.95 x 2,400 = 1.16
AS-D 0.2 x 0.28 x 34.7 x 2,400 = 4.66
AS-D' 0.15 x 0.18 x 17.75 x 2,400 = 1.15
AS-C 0.2 x 0.28 x 34.7 x 2,400 = 4.66
AS-C' 0.15 x 0.18 x 14.37 x 2,400 = 0.93
AS-B 0.2 x 0.28 x 28.07 x 2,400 = 3.77
AS-B' 0.15 x 0.18 x 11.63 x 2,400 = 0.75
AS-A' 0.15 x 0.28 x 17.35 x 2,400 = 1.75
Ring Balok 0.1 x 0.43 x 87.02 x 2,400 8.98
45.51
1.3 Kolom
Jumlah b h L Berat Jenis Beban
Kolom (m) (m) (m) (kg/m3) (Ton)
37 0.15 x 0.35 x 3.3 x 2,400 = 15.38
48 0.12 x 0.25 x 2.15 x 2,400 = 7.43
22.81
1.4 Dinding
Panjang Lebar Berat Jenis Beban
(m) (m) (kg/m2) (Ton)
Unit O-1 42.16 x 3.3 x 250 = 34.78
Unit O-2 44.17 x 3.3 x 250 = 36.44
Unit O-3 35.75 x 3.3 x 250 = 29.49
Unit O-4 48.62 x 3.3 x 250 = 40.11
Unit O-5 3.3 x 3.3 x 250 = 2.72
143.55
1.5 Keramik + Adukan
Luas Berat Jenis Beban
(m2) (kg/m2) (Ton)
321.26 50 = 16.063
Total = 320.462. Beban Hidup
Luas Beban Hidup Beban
(m2) (kg/m2) (Ton)
321.26 x 250 = 80.315
Pembebanan Lantai 1
1. Beban Mati
1.1 Pelat Lantai
h Luas Berat Jenis Beban
(m) (m2) (kg/m3) (Ton)
0.12 x 384.49 x 2400 = 110.73
1.2 Balok Induk
b h L Berat Jenis Beban
(m) (m) (m) (kg/m3) (Ton)
AS-1 0.20 x 0.28 x 23.17 x 2,400 = 3.11
AS-1' 0.15 x 0.18 x 20.9 x 2,400 = 1.35
AS-2 0.20 x 0.28 x 35.27 x 2,400 = 4.74
AS-2' 0.15 x 0.18 x 9.87 x 2,400 = 0.64
AS-3 0.20 x 0.28 x 23.17 x 2,400 = 3.11
AS-4 0.20 x 0.28 x 23.94 x 2,400 = 3.22
AS-E 0.20 x 0.28 x 19.02 x 2,400 = 2.56
AS-E' 0.15 x 0.18 x 17.97 x 2,400 = 1.16
AS-D 0.20 x 0.28 x 34.7 x 2,400 = 4.66
AS-D' 0.15 x 0.18 x 17.97 x 2,400 = 1.16
AS-C 0.20 x 0.28 x 34.7 x 2,400 = 4.66
AS-C' 0.15 x 0.18 x 17.72 x 2,400 = 1.15
AS-B 0.20 x 0.28 x 28.08 x 2,400 = 3.77
AS-B' 0.15 x 0.18 x 5 x 2,400 = 0.32
AS-A' 0.15 x 0.28 x 17.35 x 2,400 = 1.75
Ring Balok 0.15 x 0.15 x 28.479 x 2,400 = 1.54
38.93
1.3 Kolom
Jumlah b h L Berat Jenis Beban
Kolom (m) (m) (m) (kg/m3) (Ton)
37 0.15 x 0.4 x 3 x 2,400 = 15.98
15.98
1.4 Dinding
AS-E Panjang Lebar Berat Jenis Beban
(m) (m) (kg/m2) (Ton)
Unit 0-1 45.33 x 2.6 x 250 = 29.46
Unit 0-2 43.60 x 2.6 x 250 = 28.34
Unit 0-3 30.70 x 2.6 x 250 = 19.96
Unit 0-4 43.60 x 2.6 x 250 = 28.34
Unit 0-5 45.33 x 2.6 x 250 = 29.46
135.56
1.5 Keramik + Adukan
Luas Berat Jenis Beban
(m2) (kg/m2) (Ton)
384.49 50 19.2245
Total = 320.43
2. Beban Hidup
Luas Beban Hidup Beban
(m2) (kg/m2) (Ton)
384.49 x 250 = 96.1225
Pembebanan Lantai Dasar
1. Beban Mati
1.1 Pelat Lantai
Tebal Luas Berat Jenis Beban
(m) (m2) (kg/m3) (Ton)
0.10 x 335.67 x 2400 = 80.56
1.2 Sloof
b h L Berat Jenis Beban
(m) (m) (m) (kg/m3) (Ton)
AS-1 0.20 x 0.3 x 21.04 x 2,400 = 3.03
AS-2 0.20 x 0.3 x 31.01 x 2,400 = 4.47
AS-3 0.20 x 0.25 x 21.04 x 2,400 = 2.52
AS-4 0.20 x 0.25 x 21.04 x 2,400 = 2.52
AS-E 0.20 x 0.3 x 15.87 x 2,400 = 2.29
AS-D 0.20 x 0.3 x 31.74 x 2,400 = 4.57
AS-C 0.20 x 0.3 x 31.74 x 2,400 = 4.57
AS-B 0.20 x 0.3 x 25.12 x 2,400 = 3.62
AS-A' 0.15 x 0.35 x 15.87 x 2,400 = 2.00
29.59
1.3 Kolom
Jumlah b h L Berat Jenis Beban
(m) (m) (m) (kg/m3) (Ton)
38 0.2 x 0.4 x 3.55 x 2,400 = 25.90
1.4 Pondasi & Pedestal
Jumlah B L d Berat Jenis Beban
(m) (m) (m) (kg/m3) (Ton)
20 1.5 x 1.5 x 0.2 x 2,400 = 21.60
20 0.45 x 0.45 x 1.15 x 2,400 = 11.18
32.78
1.4 Dinding
AS-E Panjang Lebar Berat Jenis Beban
(m) (m) (kg/m2) (Ton)
Unit 0-1 45.83 x 2.6 x 250 = 29.79
Unit 0-2 42.72 x 2.6 x 250 = 27.77
Unit 0-3 29.85 x 2.6 x 250 = 19.40
Unit 0-4 47.45 x 2.6 x 250 = 30.84
Unit 0-5 33.65 x 2.6 x 250 = 21.87
129.68
1.5 Keramik + Adukan
Luas Berat Jenis Beban
(m2) (kg/m2) (Ton)
335.67 50 16.7835
Total = 315.29
2. Beban Hidup
Luas Beban Hidup Beban
(m2) (kg/m2) (Ton)
335.67 x 250 = 83.9175
No AreaBeban (T) Kombinasi
DL LL Beban (T)1 Lantai Atap 184.45 41.027 286.98
2 Lantai 2 320.46 80.315 513.05
3 Lantai 1 320.43 96.1225 538.31
4 Lantai Dasar 315.29 83.9175 512.61Total 1850.96
Hak Batu Kali (Nilai Cut Off)1. Progress Cut Off = 4,620,640,909 2. Kerja Tambah = 168,734,000
Kewajiban Batu KaliMC 1 s/d 6 = 4,205,832,066 1. Total Uang muka - Pengembalian uang muka sd MC 6 = 1,039,627,057 2. Defect = 278,843,997
3. Angkut Sampah = 5,000,000
Dana yang harus dikembalikan batu kali sebelum dipotong retensi
Pengembalian retensi ke batu kali
pembayaran HKR ke Batu KaliMC 1 s/d 6 = 4,205,832,066
4,789,374,909
5,529,303,120 739,928,211
231,023,045
508,905,166
