PU 12

	1/1				1/2				1/3				1/4
	G	I_y	W_SYS		G	I_y	W_SYS		G	I_y	W_SYS		G	I_y	W_SYS
	kg/m²	cm⁴/m	cm³/m		kg/m²	cm⁴/m	cm³/m		kg/m²	cm⁴/m	cm³/m		kg/m²	cm⁴/m	cm³/m
PU 12	220	56670	2810		165	32080	1590		147	33290	1650		147	33290	1650

G	Mass of the system
I_y	Moment of inertia
W_sys	Equivalent elastic section modulus