CAU/CU/CGU box piles - CAU quadruple

Section	Dimensions				Properties
	b	h	P		A	A_tot	G	I_y-y	I_z-z	W_el,y-y	W_el,z-z	r_g	A_L
	mm	mm	mm		cm²	cm²	kg/m	cm⁴	cm⁴	cm³	cm³	cm	m²/m
CAU 14‑4	1222	1222	453		397	11150	311.6	692030	692030	11325	11325	41.7	4.02
CAU 16‑4	1225	1225	454		440	11193	345.0	770370	770370	12575	12575	41.8	4.02
CAU 18‑4	1258	1258	471		451	11728	354.0	826550	826550	13140	13140	42.8	4.20
CAU 20‑4	1261	1261	472		494	11771	387.6	910010	910010	14430	14430	42.9	4.20
CAU 23‑4	1263	1263	481		520	11977	408.4	979870	979870	15510	15510	43.4	4.30
CAU 25‑4	1266	1266	482		563	12020	441.6	1064910	1064910	16820	16820	43.5	4.30

Section	Dimensions				Properties
	b	h	P		A	A_tot	G	I_y-y	I_z-z	W_el,y-y	W_el,z-z	r_g	A_L
	in	in	in		in²	in²	lb/ft	in⁴	in⁴	in³	in³	in	ft²/ft
CAU 14‑4	-	-	-		-	-	-	-	-	-	-	-	-
CAU 16‑4	-	-	-		-	-	-	-	-	-	-	-	-
CAU 18‑4	-	-	-		-	-	-	-	-	-	-	-	-
CAU 20‑4	-	-	-		-	-	-	-	-	-	-	-	-
CAU 23‑4	-	-	-		-	-	-	-	-	-	-	-	-
CAU 25‑4	-	-	-		-	-	-	-	-	-	-	-	-

b	Width
h	Height
P	Perimeter
A	Sectional area
A_tot	Total section
G	Mass (without mass of the welds)
I_y-y	Moment of inertia axis y-y
I_z-z	Moment of inertia axis z-z
W_el,y-y	Elastic section modulus axis y-y
W_el,z-z	Elastic section modulus axis z-z
r_g	Minimum radius of gyration
A_L	Coating area, outside surface, excluding inside of interlocks