5. Bab III (3.2 Lantai 2)
-
Upload
fizarya-musz-rizado -
Category
Documents
-
view
234 -
download
0
description
Transcript of 5. Bab III (3.2 Lantai 2)
![Page 1: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/1.jpg)
3.2 Pembebanan Konstruksi Lantai II
Tebal plat lantai direncanakan 12 cm. Yang menjadi beban konstruksi
lantai II adalah berat dari lantai, balok lantai, kolom, dinding atas, ring balok,
plafon atas dan plafon bawah, dengan berat sendiri = 11 kg/m2 dan beban
pengantungnya sebesar 7 kg/m2. (PPI-1983)
Perhitungan Pembebanan Lantai II :
1. Titik A1
Balok lantai = 0,25 x 0,40 x ½ (3 + 4) x 2400 = 840
Ring balk = 0,20 x 0,30 x ½ (3 + 4) x 2400 = 504
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3) x ½ (4) x 18 = 54
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
= 5644,34 kg
27
![Page 2: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/2.jpg)
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 1182 kg
Beban hidup :
Wl = ½ (3) x ½ (4) x 250 x 0,60 = 450
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 2138,4
Jumlah total beban adalah 5644,34 kg + 2138,4 kg = 7782,74 kg
2. Titik A2
Balok lantai = 0,25 x 0,40 x ½ (3 + 4 + 1,5) x 2400 = 1020
Ring balk = 0,20 x 0,30 x ½ (3 + 4 + 1,5) x 2400 = 612
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3) x ½ (4 + 1,5) x 18 = 54
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
Kaca 5 mm (J2) = ½ (0,73) x 10 = 3,64
Jendela J2 - kaca = 0,04 x ½ (0,93 – 0,73) x 2700 = 10,91
Kusen J2 - jendela J2 = 0,15 x ½ (1,39 – 0,93 ) x 2700 = 92,34
Dinding – kusen J2 = 0,15 x ½ ((3,5 x 3) – 1,39) x 1700 = 492,66
= 6185,55 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3) x ½ (4 + 1,5) x 2400 = 1188
Tegel + spesi = 0,04 x ½ (3) x ½ (4 + 1,5) x 2200 = 363
Plafon bawah = ½ (3) x ½ (4 + 1,5) x 18 = 74,25
WD =1625,25 kg
Beban hidup :
Wl = ½ (3) x ½ (4 + 1,5) x 250 x 0,60 = 618,75
Wu = 1,2 WD + 1,6 WL = 1,2(1625,25) + 1,6(618,75) = 2940,3
28
![Page 3: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/3.jpg)
Jumlah total beban adalah 6185,55 kg + 2940,3 kg = 9125,85 kg
3. Titik A3
Balok lantai = 0,25 x 0,40 x ½ (3 + 4 + 1,5) x 2400 = 1020
Ring balk = 0,20 x 0,30 x ½ (3 + 4 + 1,5) x 2400 = 612
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3) x ½ (4 + 1,5) x 18 = 54
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
Kaca 5 mm (J2) = ½ (0,73) x 10 = 3,64
Jendela J2 - kaca = 0,04 x ½ (0,93 – 0,73) x 2700 = 10,91
Kusen J2 - jendela J2 = 0,15 x ½ (1,39 – 0,93 ) x 2700 = 92,34
Dinding – kusen J2 = 0,15 x ½ ((3,5 x 3) – 1,39) x 1700 = 492,66
= 6185,55 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3) x ½ (4 + 1,5) x 2400 = 1188
Tegel + spesi = 0,04 x ½ (3) x ½ (4 + 1,5) x 2200 = 363
Plafon bawah = ½ (3) x ½ (4 + 1,5) x 18 = 74,25
WD =1625,25 kg
Beban hidup :
Wl = ½ (3) x ½ (4 + 1,5) x 250 x 0,60 = 618,75
Wu = 1,2 WD + 1,6 WL = 1,2(1625,25) + 1,6(618,75) = 2940,3
Jumlah total beban adalah 6185,55 kg + 2940,3 kg = 9125,85 kg
4. Titik A4
Balok lantai = 0,25 x 0,40 x ½ (3 + 4) x 2400 = 840
Ring balk = 0,20 x 0,30 x ½ (3 + 4) x 2400 = 504
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3) x ½ (4) x 18 = 54
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
29
![Page 4: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/4.jpg)
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
= 5644,34 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 1182 kg
Beban hidup :
Wl = ½ (3) x ½ (4) x 250 x 0,60 = 450
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 2138,4
Jumlah total beban adalah 5644,34 kg + 2138,4 kg = 7782,74 kg
5. Titik B1
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Kaca 5 mm (V1) = 0,09 x 10 = 0,9
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Kusen V1 - kaca = 0,15 x (0,28 – 0,09 ) x 2700 = 76
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
Dinding – kusen V1 = 0,15 x(( ½ x 3,5 x 3) – 0,28) x 1700 = 1267,35
= 7618,48 kg
Lantai
Beban mati :
30
![Page 5: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/5.jpg)
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 1182 kg
Beban hidup :
Wl = ½ (3) x ½ (4) x 250 x 0,60 = 450
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 2138,4
Jumlah total beban adalah 7618,48 kg + 2138,4 kg = 9756,88 kg
6. Titik B2
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (P1) = 1,33 x 10 = 13,3
Pintu P1 - kaca = 0,03 x (2,06 – 1,33) x 2700 = 59,19
Kusen P1 – pintu P1 = 0,15 x (2,39 – 2,06 ) x 2700 = 133,65
Dinding – kusen P1 = 0,15 x(( ½ x 3,5 x 3) – 2,39) x 1700 = 728,28
= 5831,96 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (1,5) x 2400 = 648
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3 +3) x ½ (1,5) x 2200 = 198
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3 +3) x ½ (1,5) x 18 = 40,5
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 2068,5 kg
Beban hidup :
Wl1 = ½ (3 + 3) x ½ (1,5) x 250 x 0,60 = 337,5
31
![Page 6: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/6.jpg)
Wl2 = ½ (3) x ½ (4) x 250 x 0,60 = 450
Wu = 1,2 WD + 1,6 WL = 1,2(2068,5) + 1,6(337,5 + 450) = 3742,2
Jumlah total beban adalah 5831,96 kg + 3742,2 kg = 9574,16 kg
7. Titik B3
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
Kaca 5 mm = 1,33 x 10 = 13,3
Pintu P1 - kaca = 0,03 x (2,06 – 1,33) x 2700 = 59,19
Kusen P1 – Pintu P1 = 0,15 x (2,39 – 2,06 ) x 2700 = 133,65
Dinding – Kusen P1 = 0,15 x ((½ x 3,5 x 3) – 2,39) x 1700 = 728,28
= 7170,71 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3 + 3) x ½ (4 + 1,5) x 2400 = 2376
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4 + 1,5) x 2200 = 726
Plafon bawah = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
WD =3250,5 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4 + 1,5) x 250 x 0,60 = 1237,5
Wu = 1,2 WD + 1,6 WL = 1,2(3250,5) + 1,6(1237,5) = 5880,6
Jumlah total beban adalah 7170,71 kg + 5880,6 kg = 13051,3 kg
8. Titik B4
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
32
![Page 7: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/7.jpg)
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Kaca 5 mm (J3) = ½ (1,40) x 10 = 7
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Jendela J3 - kaca = 0,04 x ½ (1,86 – 1,40) x 2700 = 24,62
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Kusen J3 - jendela J3 = 0,15 x ½ (2,99 – 1,86) x 2700 = 228,74
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
Dinding – kusen J3 = 0,15 x(( ½ x 3,5 x 3) – 2,29) x 1700 = 957,35
= 7492,35 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (4) x 2400 = 1728
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4) x 2200 = 528
Plafon bawah = ½ (3 + 3) x ½ (4) x 18 = 108
WD = 2364 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4) x 250 x 0,60 = 900
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 4276,8
Jumlah total beban adalah 7492,35 kg + 4276,8 kg = 11769,2 kg
9. Titik C1
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Kaca 5 mm (V1) = 0,09 x 10 = 0,9
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
33
![Page 8: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/8.jpg)
Kusen V1 - kaca = 0,15 x (0,28 – 0,09 ) x 2700 = 75,82
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
Dinding – kusen V1 = 0,15 x(( ½ x 3,5 x 3) – 0,28) x 1700 = 1267,35
= 7618,48 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 1182 kg
Beban hidup :
Wl = ½ (3) x ½ (4) x 250 x 0,60 = 450
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 2138,4
Jumlah total beban adalah 7618,48 kg + 2138,4 kg = 9756,88 kg
10. Titik C2
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
= 6236,25 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (1,5) x 2400 = 648
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3 +3) x ½ (1,5) x 2200 = 198
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3 +3) x ½ (1,5) x 18 = 40,5
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 2068,5 kg
34
![Page 9: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/9.jpg)
Beban hidup :
Wl1 = ½ (3 + 3) x ½ (1,5) x 250 x 0,60 = 337,5
Wl2 = ½ (3) x ½ (4) x 250 x 0,60 = 450
Wu = 1,2 WD + 1,6 WL = 1,2(2068,5) + 1,6(337,5 + 450) = 3742,2
Jumlah total beban adalah 6236,25 kg + 3742,2 kg = 9978,45 kg
11. Titik C3
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
Kaca 5 mm = 1,33 x 10 = 13,3
Pintu P1 - kaca = 0,03 x (2,06 – 1,33) x 2700 = 59,19
Kusen P1 – Pintu P1 = 0,15 x (2,39 – 2,06 ) x 2700 = 133,65
Dinding – Kusen P1 = 0,15 x ((½ x 3,5 x 3) – 2,39) x 1700 = 728,28
= 7170,71 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3 + 3) x ½ (4 + 1,5) x 2400 = 2376
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4 + 1,5) x 2200 = 726
Plafon bawah = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
WD =3250,5 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4 + 1,5) x 250 x 0,60 = 1237,5
Wu = 1,2 WD + 1,6 WL = 1,2(3250,5) + 1,6(1237,5) = 5880,6
Jumlah total beban adalah 7170,71 kg + 5880,6 kg = 13051,3 kg
12. Titik C4
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
35
![Page 10: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/10.jpg)
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Kaca 5 mm (J3) = ½ (1,40) x 10 = 7
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Jendela J3 - kaca = 0,04 x ½ (1,86 – 1,40) x 2700 = 24,62
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Kusen J3 - jendela J3 = 0,15 x ½ (2,99 – 1,86) x 2700 = 228,74
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
Dinding – kusen J3 = 0,15 x(( ½ x 3,5 x 3) – 2,29) x 1700 = 957,35
= 7492,35 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (4) x 2400 = 1728
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4) x 2200 = 528
Plafon bawah = ½ (3 + 3) x ½ (4) x 18 = 108
WD = 2364 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4) x 250 x 0,60 = 900
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 4276,8
Jumlah total beban adalah 7492,35 kg + 4276,8 kg = 11769,2 kg
13. Titik D1
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Dinding KM = 0,15 x 3,5 x ½ (2) x 1700 = 892,5
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Kaca 5 mm (V1) = 0,09 x 10 = 0,9
36
![Page 11: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/11.jpg)
Jendela J1 - kaca = 0,04 x ½ (4,00 – 2,18) x 2700 = 32,72
Pintu P2 = 0,03 x 1,48 x 2700 = 119,63
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Kusen P2 – pintu P2 = 0,15 x (1,68– 1,48 ) x 2700 = 81
Kusen V1 - kaca = 0,15 x (0,28 – 0,09 ) x 2700 = 75,82
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
Dinding – kusen P2 = 0,15 x (( ½ x 3,5 x 3) – 1,68) x 1700 = 911,11
Dinding – kusen V1 = 0,15 x (( ½ x 3,5 x 3) – 0,28) x 1700 = 1267,35
= 9622,74 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (4) x 2400 = 1728
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4) x 2200 = 528
Plafon bawah = ½ (3 + 3) x ½ (4) x 18 = 108
WD = 2364 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4) x 250 x 0,60 = 900
Wu = 1,2 WD + 1,6 WL = 1,2(2364) + 1,6(900) = 4276,8
Jumlah total beban adalah 9622,74 kg + 4276,8 kg = 13899,5 kg
14. Titik D2
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (P1) = 1,33 x 10 = 13,3
Pintu P1 - kaca = 0,03 x (2,06 – 1,33) x 2700 = 59,19
Pintu P2 = 0,03 x 1,48 x 2700 = 119,63
Kusen P1 - pintu P1 = 0,15 x (2,39 – 2,06 ) x 2700 = 133,65
Kusen P2 – pintu P2 = 0,15 x (1,68– 1,48 ) x 2700 = 81
37
![Page 12: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/12.jpg)
Dinding – kusen P1 = 0,15 x ((½ x 3,5 x 3) – 2,39) x 1700 = 728,28
Dinding – kusen P2 = 0,15 x ((½ x 3,5 x 3) – 1,68) x 1700 = 911,11
= 6943,71 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3 + 3) x ½ (4 + 1,5) x 2400 = 2376
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4 + 1,5) x 2200 = 726
Plafon bawah = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
WD = 3250,5 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4 + 1,5) x 250 x 0,60 = 1237,5
Wu = 1,2 WD + 1,6 WL = 1,2(3250,5) + 1,6(1237,5) = 5880,6
Jumlah total beban adalah 6943,71 kg + 5880,6 kg = 12824,3 kg
15. Titik D3
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
Kaca 5 mm = 1,33 x 10 = 13,3
Pintu P1 - kaca = 0,03 x (2,06 – 1,33) x 2700 = 59,19
Kusen P1 – Pintu P1 = 0,15 x (2,39 – 2,06 ) x 2700 = 133,65
Dinding – Kusen P1 = 0,15 x ((½ x 3,5 x 3) – 2,39) x 1700 = 728,28
= 7170,71 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3 + 3) x ½ (4 + 1,5) x 2400 = 2376
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4 + 1,5) x 2200 = 726
Plafon bawah = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
WD =3250,5 kg
38
![Page 13: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/13.jpg)
Beban hidup :
Wl = ½ (3 + 3) x ½ (4 + 1,5) x 250 x 0,60 = 1237,5
Wu = 1,2 WD + 1,6 WL = 1,2(3250,5) + 1,6(1237,5) = 5880,6
Jumlah total beban adalah 7170,71 kg + 5880,6 kg = 13051,3 kg
16. Titik D4
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = 2 (½ (2,18)) x 10 = 21,84
Jendela J1 - kaca = 2 (0,04 x ½ (2,79 – 2,18)) x 2700 = 65,44
Kusen J1 - jendela J1 = 2 (0,15 x ½ (4,00 – 2,79 )) x 2700 = 489,89
Dinding – kusen J1 = 2 (0,15 x ½ ((3,5 x 3) - 4,00)) x 1700 = 1657,6
= 7391,78 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (4) x 2400 = 1728
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4) x 2200 = 528
Plafon bawah = ½ (3 + 3) x ½ (4) x 18 = 108
WD = 2364 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4) x 250 x 0,60 = 900
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 4276,8
Jumlah total beban adalah 7391,78 kg + 4276,8 kg = 11668,6 kg
17. Titik E1
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
39
![Page 14: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/14.jpg)
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Dinding KM = 0,15 x 3,5 x ½ (2) x 1700 = 892,5
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Kaca 5 mm (V1) = 0,09 x 10 = 0,9
Jendela J1 - kaca = 0,04 x ½ (4,00 – 2,18) x 2700 = 32,72
Pintu P2 = 0,03 x 1,48 x 2700 = 119,63
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Kusen P2 – pintu P2 = 0,15 x (1,68– 1,48 ) x 2700 = 81
Kusen V1 - kaca = 0,15 x (0,28 – 0,09 ) x 2700 = 75,82
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
Dinding – kusen P2 = 0,15 x (( ½ x 3,5 x 3) – 1,68) x 1700 = 911,11
Dinding – kusen V1 = 0,15 x (( ½ x 3,5 x 3) – 0,28) x 1700 = 1267,35
= 9622,74 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (4) x 2400 = 1728
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4) x 2200 = 528
Plafon bawah = ½ (3 + 3) x ½ (4) x 18 = 108
WD = 2364 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4) x 250 x 0,60 = 900
Wu = 1,2 WD + 1,6 WL = 1,2(2364) + 1,6(900) = 4276,8
Jumlah total beban adalah 9622,74 kg + 4276,8 kg = 13899,5 kg
18. Titik E2
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
40
![Page 15: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/15.jpg)
Kaca 5 mm (P1) = 1,33 x 10 = 13,3
Pintu P1 - kaca = 0,03 x (2,06 – 1,33) x 2700 = 59,19
Kusen P1 - pintu P1 = 0,15 x (2,39 – 2,06 ) x 2700 = 133,65
Dinding – kusen P1 = 0,15 x ((½ x 3,5 x 3) – 2,39) x 1700 = 728,28
= 7170,71 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3 + 3) x ½ (4 + 1,5) x 2400 = 2376
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4 + 1,5) x 2200 = 726
Plafon bawah = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
WD = 3250,5 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4 + 1,5) x 250 x 0,60 = 1237,5
Wu = 1,2 WD + 1,6 WL = 1,2(3250,5) + 1,6(1237,5) = 5880,6
Jumlah total beban adalah 7170,71 kg + 5880,6 kg = 13051,3 kg
19. Titik E3
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (P1) = 2 (1,33) x 10 = 26,6
Pintu P1 - kaca = 2 (0,03 x (2,06 – 1,33)) x 2700 = 118,39
Kusen P1 – Pintu P1 = 2 (0,15 x (2,39 – 2,06 )) x 2700 = 267,30
Dinding – Kusen P1 = 2 (0,15 x ((½ x 3,5 x 3) – 2,39)) x 1700 = 1456,56
= 6766,41 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3 + 3) x ½ (4 + 1,5) x 2400 = 2376
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4 + 1,5) x 2200 = 726
41
![Page 16: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/16.jpg)
Plafon bawah = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
WD =3250,5 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4 + 1,5) x 250 x 0,60 = 1237,5
Wu = 1,2 WD + 1,6 WL = 1,2(3250,5) + 1,6(1237,5) = 5880,6
Jumlah total beban adalah 6766,41 kg + 5880,6 kg = 12647 kg
20. Titik E4
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = 2 (½ (2,18)) x 10 = 21,84
Jendela J1 - kaca = 2 (0,04 x ½ (2,79 – 2,18)) x 2700 = 65,44
Kusen J1 - jendela J1 = 2 (0,15 x ½ (4,00 – 2,79 )) x 2700 = 489,89
Dinding – kusen J1 = 2 (0,15 x ½ ((3,5 x 3) - 4,00)) x 1700 = 1657,6
= 7391,78 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (4) x 2400 = 1728
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4) x 2200 = 528
Plafon bawah = ½ (3 + 3) x ½ (4) x 18 = 108
WD = 2364 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4) x 250 x 0,60 = 900
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 4276,8
Jumlah total beban adalah 7391,78 kg + 4276,8 kg = 11668,6 kg
42
![Page 17: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/17.jpg)
21. Titik F1
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4) x 2400 = 1200
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4) x 2400 = 720
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3 + 3) x ½ (4) x 18 = 108
Kaca 5 mm (J1) = 2 (½ (2,18)) x 10 = 21,84
Jendela J1 - kaca = 2 (0,04 x ½ (2,79 – 2,18)) x 2700 = 65,45
Kusen J1 - jendela J1 = 2 (0,15 x ½ (4,00 – 2,79 )) x 2700 = 489,89
Dinding – kusen J1 = 2 (0,15 x ½ ((3,5 x 3) - 4,00)) x 1700 = 1657,60
= 5606,78 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (4) x 2400 = 1728
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4) x 2200= 528
Plafon bawah = ½ (3 + 3) x ½ (4) x 18 = 108
WD = 2364 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4) x 250 x 0,60 = 900
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 4276,8
Jumlah total beban adalah 5606,78 kg + 4276,8 kg = 9883,58 kg
22. Titik F2
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (3 + 3) x 1700 = 2677,5
= 5790 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3 + 3) x ½ (4 + 1,5) x 2400 = 2376
43
![Page 18: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/18.jpg)
Tegel + spesi = 0,04 x ½ (3 + 3) x ½ (4 + 1,5) x 2200 = 726
Plafon bawah = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
WD =3250,5 kg
Beban hidup :
Wl = ½ (3 + 3) x ½ (4 + 1,5) x 250 x 0,60 = 1237,5
Wu = 1,2 WD + 1,6 WL = 1,2(3250,5) + 1,6(1237,5) = 5880,6
Jumlah total beban adalah 5790 kg + 5880,6 kg = 11670,6 kg
23. Titik F3
Balok lantai = 0,25 x 0,40 x ½ (3 + 3 + 4 + 1,5) x 2400 = 1380
Ring balk = 0,20 x 0,30 x ½ (3 + 3 + 4 + 1,5) x 2400 = 828
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3 + 3) x ½ (4 + 1,5) x 18 = 148,5
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
= 7353,64 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3 + 3) x ½ (1,5) x 2400 = 648
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3 +3) x ½ (1,5) x 2200 = 198
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3 +3) x ½ (1,5) x 18 = 40,5
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 2068,5 kg
Beban hidup :
Wl1 = ½ (3 + 3) x ½ (1,5) x 250 x 0,60 = 337,5
Wl2 = ½ (3) x ½ (4) x 250 x 0,60 = 450
44
![Page 19: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/19.jpg)
Wu = 1,2 WD + 1,6 WL = 1,2(2068,5) + 1,6(337,5 + 450) = 3742,2
Jumlah total beban adalah 7353,64 kg + 3742,2 kg = 11095,8 kg
24. Titik F4
Balok lantai = 0,25 x 0,40 x ½ (3 + 4) x 2400 = 840
Ring balk = 0,20 x 0,30 x ½ (3 + 4) x 2400 = 504
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3) x ½ (4) x 18 = 54
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
= 5644,34 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 1182 kg
Beban hidup :
Wl = ½ (3) x ½ (4) x 250 x 0,60 = 450
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 2138,4
Jumlah total beban adalah 5644,34 kg + 2138,4 kg = 7782,74 kg
25. Titik G1
Balok lantai = 0,25 x 0,40 x ½ (3 + 4) x 2400 = 840
Ring balk = 0,20 x 0,30 x ½ (3 + 4) x 2400 = 504
Kolom = 0,40 x 0,40 x 3,5 x 2400 = 1344
Plafon atas = ½ (3) x ½ (4) x 18 = 54
Dinding = 0,15 x 3,5 x ½ (4) x 1700 = 1785
45
![Page 20: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/20.jpg)
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,75
= 5644,34 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (4) x 2400 = 864
Tegel + spesi = 0,04 x ½ (3) x ½ (4) x 2200 = 264
Plafon bawah = ½ (3) x ½ (4) x 18 = 54
WD = 1182 kg
Beban hidup :
Wl = ½ (3) x ½ (4) x 250 x 0,60 = 450
Wu = 1,2 WD + 1,6 WL = 1,2(1182) + 1,6(450) = 2138,4
Jumlah total beban adalah 5644,34 kg + 2138,4 kg = 7782,74 kg
26. Titik G2
Balok lantai = 0,25 x 0,40 x ½ (3 + 4 + 1,5) x 2400 = 1020
Ring balk = 0,20 x 0,30 x ½ (3 + 4 + 1,5) x 2400 = 612
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3) x ½ (4 + 1,5) x 18 = 74,25
Dinding = 0,15 x 3,5 x ½ (3 + 4) x 1700 = 3123,75
Kaca 5 mm (J2) = ½ (0,73) x 10 = 3,64
Kaca 5 mm (P1) = ½ (1,33) x 10 = 6,66
Jendela J2 - kaca = 0,04 x ½ (0,93 – 0,73) x 2700 = 10,90
Pintu P1 - kaca = 0,03 x ½ (2,06 – 1,33) x 2700 = 29,34
Kusen J2 - jendela J2 = 0,15 x ½ (1,39 – 0,93) x 2700 = 92,34
Kusen P1 – pintu P1 = 0,15 x ½ (2,39 – 2,06) x 2700 = 66,825
Dinding – kusen J2 = 0,15 x ½ ((3,5 x 1,5) – 1,39) x 1700 = 492,66
Dinding – kusen P1 = 0,15 x ½ ((3,5 x 3) – 2,39) x 1700 = 1033,15
= 7322,15 kg
46
![Page 21: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/21.jpg)
Lantai
Beban mati :
Plat lantai (t = 12 cm)= 0,12 x ½ (3) x ½ (4 + 1,5) x 2400 = 1188
Tegel + spesi = 0,04 x ½ (3) x ½ (4 + 1,5) x 2200 = 363
Plafon bawah = ½ (3) x ½ (4 + 1,5) x 18 = 74,25
WD = 1625,25 kg
Beban hidup :
Wl = ½ (3) x ½ (4 + 1,5) x 250 x 0,60 = 618,75
Wu = 1,2 WD + 1,6 WL = 1,2(1625,25) + 1,6(618,75) = 2940,3
Jumlah total beban adalah 5644,34 kg + 2138,4 kg = 10262,5 kg
27. Titik G3
Balok lantai = 0,25 x 0,40 x ½ (3 + 1,5) x 2400 = 540
Ring balk = 0,20 x 0,30 x ½ (3 + 1,5) x 2400 = 324
Kolom = 0,30 x 0,30 x 3,5 x 2400 = 756
Plafon atas = ½ (3) x ½ (1,5) x 18 = 20,25
Kaca 5 mm (J1) = ½ (2,18) x 10 = 10,92
Kaca 5 mm (J2) = ½ (0,73) x 10 = 3,64
Jendela J1 - kaca = 0,04 x ½ (2,79 – 2,18) x 2700 = 32,72
Jendela J2 - kaca = 0,04 x ½ (0,93 – 0,73) x 2700 = 10,90
Kusen J1 - jendela J1 = 0,15 x ½ (4,00 – 2,79 ) x 2700 = 244,94
Kusen J2 - jendela J2 = 0,15 x ½ (1,39 – 0,93 ) x 2700 = 92,34
Dinding – kusen J1 = 0,15 x ½ ((3,5 x 3) - 4,00) x 1700 = 828,80
Dinding – kusen J2 = 0,15 x ½ ((3,5 x 1,5) – 1,39) x 1700 = 492,66
= 3357,19 kg
Lantai
Beban mati :
Plat lantai (t = 12 cm) = 0,12 x ½ (3) x ½ (1,5) x 2400 = 324
Tegel + spesi = 0,04 x ½ (3) x ½ (1,5) x 2200 = 99
Plafon bawah = ½ (3) x ½ (1,5) x 18 = 20,25
WD = 443,25 kg
47
![Page 22: 5. Bab III (3.2 Lantai 2)](https://reader035.fdocuments.net/reader035/viewer/2022081419/5695d1d51a28ab9b0298177e/html5/thumbnails/22.jpg)
Beban hidup :
Wl = ½ (3) x ½ (1,5) x 250 x 0,60 = 168,75
Wu = 1,2 WD + 1,6 WL = 1,2(443,25) + 1,6(168,75) = 801,9
Jumlah total beban adalah 3357,19 kg + 801,9 kg = 4159,09 kg
48