Laboratorium konstruksi beton
Perhitungan kebutuhan tulangan Tulangan pada kolom Bentuk besi : Deform & Polos No. Daftar : No. Gambar : Dibuat Diperiksa Dede
Berat per meter panjang : Ø 13 : 1,033 kg/m Tanggal
Ø 8 : 0,393 kg/m
Heri Kasyanto,
Diam No
eter (mm)
ST, M.Eng. Jml. Panjang Per. Total TulaBtg (m) ngan (m)
Berat
Gambar bentuk penulangan Menurut
(kg)
Standar Indonesia (m)
Ket.
Tul. 1.
D 13
36
1,500
54
55,782
Pokok .
2.
Ø8
27
1,296
35
Seng-
13,755
kang.
Tulangan pada balok Bentuk besi : Deform & Polos No. Daftar : No. Gambar : Dibuat Diperiksa Dede No
Diameter
Berat per meter panjang : Ø 13 : 1,033 kg/m Tanggal
Ø 10 : 0,620 kg/m
Heri Kasyanto, ST, M.Eng. Jml. Panjang Per.Btg Tota Tula-
Berat
Gambar bentuk penulangan Menurut
(kg)
Standar Indonesia (cm)
Ket.
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Laboratorium konstruksi beton
ngan
(m)
(mm)
1.
D 13
l (m)
10
11,925
119,
123,1
Tul.
25
85
Pokok
Tul. 2.
D 13
4
1,155
4 ,6 2
4,772
Tump uan. Tul.
3
D 13
2
1,87
3 .7 3
3,853
Lapan gan.
4
D 13
2
23,23
5
Ø 10
50
2 ,8
46,4
28,79
Tul.
5
9
Torsi.
140
86,8
Kolom : 1
D13 D13 = (150 (150 x 12) 12) x 3 kolom kolom = 5400 5400 cm = 54 m
2
D8 = (30 x 4) + (2x6d) = 120 + (9.6) = 129.6 cm x 27 buah = 3499.2 cm = 34.99 m
Balok : 1
D10= (2x30)+ (2x50) + (2x6d)
Sengkang.
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Laboratorium konstruksi beton
2
D13 = 2 ((2x(5,3+21,33))+(2x534)+40) = 2322,52 cm x 2 buah = 46,45 m
3
D13 = ((2x(5,3+21,33+12d))+(2xL)+40) = ((2x(5,3+21,33+(12x1,3))+(2x534)+40) = 1192,46 cm x10 buah = 11924,6 cm =119,25 m 4
D13 = 12d+(5,3+21,33)+1/8L+(5d) = (12x1,3)+26,63+(534/8)+(5x1,3) = 115,48 cm x4 = 461,92 cm = 4,62 m
5
D13 = (2x5d)+(2x(1/8L))+40 = (2x(5x1,3))+(2x(534/8))+40 = 186,5 cm x 2= 373 cm =3.73 m
