HP Piles - HP Piles

Section	Mass		Dimensions					Properties
	G		h	b	tw	tf		A	Atot	P	I		Wel
											y-y	z-z	y-y	z-z
	kg/m		mm	mm	mm	mm		cm²	cm²	m	cm4	cm4	cm3	cm3
HP 200 x 43	42.5		200	205	9.0	9.0		54.1	410	1.18	3888	1294	389	126
HP 220 x 57	57.2		210	225	11.0	11.0		72.9	472	1.27	5729	2079	546	185
HP 260 x 75	75.0		249	265	12.0	12.0		95.5	660	1.49	10650	3733	855	282
HP 305 x 110	110.0		308	311	15.3	15.4		140.0	955	1.80	23560	7709	1531	496
HP 320 x 117	117.0		311	308	16.0	16.0		150.0	958	1.78	25480	7815	1638	508
HP 360 x 152	152.0		356	376	17.8	17.9		194.0	1338	2.15	43970	15880	2468	845
HP 400 x 213	213.0		368	400	24.0	24.0		271.0	1472	2.26	63920	25640	3474	1282

Section	Mass		Dimensions					Properties
	G		h	b	tw	tf		A	Atot	P	I		Wel
											y-y	z-z	y-y	z-z
	lb/ft		in	in	in	in		in²	in²	ft	in4	in4	in3	in3
HP 200 x 43	28.56		7.87	8.07	0.35	0.35		8.39	63.55	3.87	93.4	31.1	23.7	7.7
HP 220 x 57	38.44		8.27	8.86	0.43	0.43		11.30	73.16	4.17	137.6	49.9	33.3	11.3
HP 260 x 75	50.40		9.80	10.43	0.47	0.47		14.80	102.30	4.89	255.9	89.7	52.2	17.2
HP 305 x 110	73.92		12.13	12.24	0.60	0.61		21.70	148.03	5.91	566.0	185.2	93.4	30.3
HP 320 x 117	78.62		12.24	12.13	0.63	0.63		23.25	148.49	5.84	612.2	187.8	100.0	31.0
HP 360 x 152	102.14		14.02	14.80	0.70	0.70		30.07	207.39	7.05	1056.4	381.5	150.6	51.6
HP 400 x 213	143.13		14.49	15.75	0.94	0.94		42.01	228.16	7.41	1535.7	616.0	212.0	78.2

G	Mass
h	Height
b	Width of flange
tw	Thickness of web
tf	Thickness of flange
A	Cross sectional steel area
Atot = h x b	Total area
P	Perimeter
I	Moment of inertia
Wel	Elastic section modulus