Kop
6
TUGAS BESAR STRUKTUR BANGUNAN I DEWA K. HENDRA KURNIAWAN 3112 100 069 ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... ..................................................................... .....................................................................
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Transcript of Kop
TUGAS BESARSTRUKTUR
BANGUNAN BETON
I DEWA K. HENDRA KURNIAWAN3112 100 069
KHARISMA AGUNG
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TUGAS BESARSTRUKTUR
BANGUNAN BETON
I DEWA K. HENDRA KURNIAWAN3112 100 069
KHARISMA AGUNG
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Pelat Lantai Atap
BEBAN MATI berat b (m)
L (m)
t (m)
berat (kg)
pelat lantai atap (15 cm) 2400 kg/m3 5 5 0.15 9000balok induk melintang (30/45) 2400 kg/m3 0.3 5 0.45 1620balok induk memanjang (30/45) 2400 kg/m3 0.3 5 0.45 1620balok anak melintang (20/30) 2400 kg/m3 0.2 5 0.3 720balok anak memanjang (20/30) 2400 kg/m3 0.2 5 0.3 720penggantung+plafond 20 kg/m2 5 5 500spesi (1 cm) 21 kg/m2 5 5 525Instalasi plumbing 30 kg/m2 5 5 750
Total 15455
BEBAN HIDUP berat b (m)
L (m)
t (m)
berat (kg)
Lantai atap 96 kg/m2 5 5 2400Air Hujan 19.6 kg/m2 5 5 490
Total 2890
TOTAL KESELURUHANBeban Mati (kg) 15455Beban Hidup (kg) 2890
1,2 D + 1,6 L 23170
TUGAS BESARSTRUKTUR
BANGUNAN BETON
I DEWA K. HENDRA KURNIAWAN3112 100 069
KHARISMA AGUNG
Pelat Lantai 2
BEBAN MATI berat b (m)
L (m)
t (m) berat (kg)
pelat lantai atap (15 cm) 2400 kg/m3 5 5 0.15 9000balok induk melintang (30/45) 2400 kg/m3 0.3 5 0.45 1620balok induk memanjang (30/45) 2400 kg/m3 0.3 5 0.45 1620balok anak melintang (20/30) 2400 kg/m3 0.2 5 0.3 720balok anak memanjang (20/30) 2400 kg/m3 0.2 5 0.3 720Kolom 2400 kg/m3 0.3 0.3 5 1080
tegel 2200 kg/m3 5 5 0.001
55
dinding 250 kg/m2 7.5 5 9375penggantung+plafond 20 kg/m2 5 5 500spesi (1 cm) 21 kg/m2 5 5 525Instalasi plumbing 50 kg/m2 5 5 1250
Total 26465
BEBAN HIDUP berat b (m)
L (m)
t (m) berat
Lantai 479 5 5 11975Total 11975
TOTAL KESELURUHANBeban Mati (kg) 41920Beban Hidup (kg) 14865
1,2 D + 1,6 L 74088
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TUGAS BESARSTRUKTUR
BANGUNAN BETON
I DEWA K. HENDRA KURNIAWAN3112 100 069
KHARISMA AGUNG
Pelat Lantai 1
BEBAN MATI berat b (m)
L (m)
t (m) berat (kg)
pelat lantai atap (15 cm) 2400 kg/m3 5 5 0.15 9000balok induk melintang (30/45) 2400 kg/m3 0.3 5 0.45 1620balok induk memanjang (30/45) 2400 kg/m3 0.3 5 0.45 1620balok anak melintang (20/30) 2400 kg/m3 0.2 5 0.3 720balok anak memanjang (20/30) 2400 kg/m3 0.2 5 0.3 720Kolom 2400 kg/m3 0.35 0.35 5 1470
tegel 2200 kg/m3 5 5 0.001
55
dinding 250 kg/m2 7.5 5 9375penggantung+plafond 20 kg/m2 5 5 500spesi (1 cm) 21 kg/m2 5 5 525Instalasi plumbing 50 kg/m2 5 5 1250
Total 26855
BEBAN HIDUP berat b (m)
L (m)
t (m) berat
Lantai 479 5 5 11975Total 11975
TOTAL KESELURUHANBeban Mati (kg) 68775Beban Hidup (kg) 26840
1,2 D + 1,6 L 125474
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