
N	= Kg	Max	= N ( 1 + 6 . e )
A	= m		A B
B	= m		= ( 1 + (6 x )

			= (1 + )
			= ( )

N	= Beban Normal per M		= x
A	= Luas dasar
e	= Eksentritas = 1/6 B		=
B	= Lebar Dasar