Total beban mati dan beban hidup lantai 2 W2 = 1.280.659,20 kg + 336.000,00 kg
= 1.616.659,20 kg
c. Berat Lantai 3 dan Lantai 4 Beban Mati
- Balok 30x60 cm = 0,3 x 0,48 x 4 x 188 x 2400 = 259.891,20 kg
- Plat lantai 12 cm = 0,12 x 4 x 4 x 84 x 2400
= 387.072,00 kg - Kolom 60x60 cm
= 0,6 x 0,6 x 6 x 105 x 2400 = 362.880,00 kg - Spesi lantai keramik t 2 cm = 4 x 4 x 1 x 84 x 42 = 56.448,00 kg
- Penutup lantai keramik = 4 x 4 x 1 x 84x 24 = 32.256,00 kg
- Plafond + penggantung = 4 x 4 x 1 x 84x 18 = 24.192,00 kg
- M E = 4 x 4 x 1 x 84 x 20 = 26.880,00 kg
+ Total Beban Mati Lantai 34 = 1.149.619,20 kg
Beban Hidup Beban hidup perkantoran
= 4 x 4 x 1 x 99 x 250 = 336.000,00 kg Total Beban Hidup Lantai 34= 336.000,00 kg
Total beban mati dan beban hidup lantai 34 W34 = 1.149.619,20 kg + 336.000,00 kg
= 1.485.619,20 kg
d. Berat Lantai 5 dan Lantai 6 Beban Mati
- Balok 30x60 cm = 0,3 x 0,48 x 4 x 188 x 2400 = 259.891,20 kg
- Plat lantai 12 cm = 0,12 x 4 x 4 x 84 x 2400
= 387.072,00 kg - Kolom 50x50 cm
= 0,5 x 0,5 x 6 x 105 x 2400 = 252.000,00 kg - Spesi lantai keramik t 2 cm = 4 x 4 x 1 x 84 x 42 = 56.448,00 kg
- Penutup lantai keramik = 4 x 4 x 1 x 84x 24 = 32.256,00 kg
- Plafond + penggantung = 4 x 4 x 1 x 84x 18 = 24.192,00 kg
- M E = 4 x 4 x 1 x 84 x 20 = 26.880,00 kg
+ Total Beban Mati Lantai 56 =1.038.739,20 kg
Beban Hidup Beban hidup perkantoran
= 4 x 4 x 1 x 99 x 250 = 336.000,00 Kg Total Beban Hidup Lantai 56= 336.000,00 Kg
Total beban mati dan beban hidup lantai 56 W56 = 1.038.739,20kg + 336.000,00 kg
= 1.374.739,20 kg
e. Berat Lantai 7 Beban Mati
- Balok 30x60 cm = 0,3 x 0,48 x 4 x 188 x 2400 = 259.891,20 kg
- Plat lantai 12 cm = 0,12 x 4 x 4 x 84 x 2400
= 387.072,00 kg - Kolom 40x40 cm
= 0,4 x 0,4 x 6 x 105 x 2400 = 161.280,00 kg - Spesi lantai keramik t 2 cm = 4 x 4 x 1 x 84 x 42 = 56.448,00 kg
- Penutup lantai keramik = 4 x 4 x 1 x 84x 24 = 32.256,00 kg
- Plafond + penggantung = 4 x 4 x 1 x 84x 18 = 24.192,00 kg
- M E = 4 x 4 x 1 x 84 x 20 = 26.880,00 kg
+ Total Beban Mati Lantai 7
= 948.019,20 kg
Beban Hidup Beban hidup perkantoran
= 4 x 4 x 1 x 99 x 250 = 336.000,00 Kg Total Beban Hidup Lantai 7 = 336.000,00 Kg
Total beban mati dan beban hidup lantai 7 = 948.019,20 kg + 336.000,00 kg
= 1.284.019,20 kg
f. Berat Lantai 8 Atap Beban Mati