APLIKASI BAJA RINGAN

                                       APLIKASI SONDIR

Q = Kg/Cm² 1 HAMBATAN PELEKAT

JH
= Kg/Cm² HP = JH - Q

JHP = Kg/Cm² = -

P = Cm = Kg/Cm²

L = Cm

2 Hambatan Pelekat HP x 20/10

   HP = HP x 20/10

= x

P = Panjang Tiang Pancang = Kg/Cm²

L = Lebar Tiang Pancang


Q

= Hambatan Konus MK

3

JUMLAH HAMBATAN PELEKAT (JHP)

JH

= Jumlah Hambatan

JHP

= HP + JHP SEBELUMNYA

HP

= Hambatan Pelekat

= +

JHP

= Jumlah Hambatan Pelekat

= Kg/Cm²



4

F x Q

= (P x L) x Hambatan Konus

CATATAN

= ( x ) x

JHP
= Gunakan JHP sebelumnya

= x

KOMA
= Gunakan titik.

= Kg/Cm²

5

O x JHP

= ((2 x P) + (2 x L) x JHP

= ((2 x ) + (2 x ) x

= ( + ) x

= x

= Kg/Cm²

6

DAYA DUKUNG TANAH

P
= ( F x Q ) + ( O x JHP)

= +

= Kg/Cm²

cm

cm

Q	= Hambatan Konus MK	3	JUMLAH HAMBATAN PELEKAT (JHP)
APLIKASI SONDIR


Q	= Kg/Cm²	1	HAMBATAN PELEKAT
JH	= Kg/Cm²		HP	= JH - Q
JHP	= Kg/Cm²			= -
P	= Cm			= Kg/Cm²
L	= Cm
		2	Hambatan Pelekat HP x 20/10
			HP	= HP x 20/10
				= x
P	= Panjang Tiang Pancang			= Kg/Cm²
L	= Lebar Tiang Pancang
JH	= Jumlah Hambatan		JHP	= HP + JHP SEBELUMNYA
HP	= Hambatan Pelekat			= +
JHP	= Jumlah Hambatan Pelekat			= Kg/Cm²

		4	F x Q
				= (P x L) x Hambatan Konus
	CATATAN			= ( x ) x
JHP	= Gunakan JHP sebelumnya			= x
KOMA	= Gunakan titik.			= Kg/Cm²

		5	O x JHP
				= ((2 x P) + (2 x L) x JHP
				= ((2 x ) + (2 x ) x
				= ( + ) x
				= x
				= Kg/Cm²

		6	DAYA DUKUNG TANAH
			P	= ( F x Q ) + ( O x JHP)
				= +
				= Kg/Cm²

					cm

		cm