1. 1.5 m
1.5 m
0.5 m
Sloof 15/20
Pondasi
Batu kali
0.8 m
Perhitungan RAB
Volume Pasangan Batu Kali
V = 1
2 x (a+b) x t
= 1
2 x (0.5+0.8) x 1.5
= 0.975 m3
Volume Total
Vtotal = V. Pasangan Batu Kali x 10
= 0.975 x 10
= 9.75 m3
Volume Galian Tanah
V = 1
2 x (a+b) x t
= 1
2 x (1.5+0.8) x 1.5
= 1.725 m3
Volume Total
Vtotal = V. Galian Tanah x 10
= 1.725 x 10
= 17.25 m3
Panjang 10 m
C:UsersprasetyoDesktopTUBESPondasi Beton MK.dwg, 5/24/2015 8:08:54 AM