Transcript
![Page 1: menghitung kebutuhan tulangan per 1 m3 beton.xlsx](https://reader036.vdokumen.com/reader036/viewer/2022082317/55cf9b67550346d033a5f25d/html5/thumbnails/1.jpg)
Dimensi BetonB = 0.15 mH = 0.2 mdeking = 0.04 m
Diameter Tulangan Utama = 0.012 mb = 0.01 m jarak = 0.2 mjjjjjjjjjjjjjjjjjjjj]l1 m3 beton = 33.333333 »» 34 m
Tulangan Utamapanjang besi = 4 bh x ( 34 m -berat besi = 120.59332 Kg
Tulangan SengkangJumlah sengkang = 34 m / 0.2 m =Panjang Sengkang = 0.48 mpanjang besi = 170 bh x 0.48 m =berat besi = 50.3064 Kg
Kebutuhan besi per 1 m3 = 171 kgdimensi 15/20
![Page 2: menghitung kebutuhan tulangan per 1 m3 beton.xlsx](https://reader036.vdokumen.com/reader036/viewer/2022082317/55cf9b67550346d033a5f25d/html5/thumbnails/2.jpg)
berat jenis = 0.8878 kg/mberat jenis = 0.6165 kg/m
0.04 m ) = 135.84 m
170 Bh
81.6 m