Abmessung HE-B Profil (IPB) - DIN 1025-2

	h	b	ts	tg	r	A	V	G	U	Iy	iy	Wy	Sy,max	Iz	iz	Wz	Sz,max	It
	mm	mm	mm	mm	mm	cm2	cm3/m	kg/m	m2/m	cm4	mm	cm3	cm3	cm4	mm	cm3	cm3	cm4
HE-B ;100	100.00	100.00	6.00	10.00	12.00	26.00	2600.00	20.41	0.57	450.00	41.60	89.90	52.10	167.00	25.30	33.50	12.50	9.29
HE-B ;120	120.00	120.00	6.50	11.00	12.00	34.00	3400.00	26.69	0.69	864.00	50.40	144.00	82.60	318.00	30.60	52.90	19.80	13.90
HE-B ;140	140.00	140.00	7.00	12.00	12.00	43.00	4300.00	33.76	0.81	1510.00	59.30	216.00	123.00	550.00	35.80	78.50	29.40	20.10
HE-B ;160	160.00	160.00	8.00	13.00	15.00	54.30	5430.00	42.63	0.92	2490.00	67.80	311.00	177.00	889.00	40.50	111.00	41.60	31.40
HE-B ;180	180.00	180.00	8.50	14.00	15.00	65.30	6530.00	51.26	1.04	3830.00	76.60	426.00	241.00	1360.00	45.70	151.00	56.70	42.30
HE-B ;200	200.00	200.00	9.00	15.00	18.00	78.10	7810.00	61.31	1.15	5700.00	85.40	570.00	321.00	2000.00	50.70	200.00	75.00	59.50
HE-B ;220	220.00	220.00	9.50	16.00	18.00	91.00	9100.00	71.44	1.27	8090.00	94.30	736.00	414.00	2840.00	55.90	258.00	96.80	76.80
HE-B ;240	240.00	240.00	10.00	17.00	21.00	106.00	10600.00	83.21	1.38	11260.00	103.00	938.00	527.00	3920.00	60.80	327.00	122.40	103.00
HE-B ;260	260.00	260.00	10.00	17.50	24.00	118.00	11800.00	92.63	1.50	14920.00	112.00	1150.00	641.00	5130.00	65.80	395.00	147.88	124.00
HE-B ;280	280.00	280.00	10.50	18.00	24.00	131.00	13100.00	102.84	1.62	19270.00	121.00	1380.00	767.00	6590.00	70.90	471.00	176.40	144.00
HE-B ;300	300.00	300.00	11.00	19.00	27.00	149.00	14900.00	116.97	1.73	25170.00	130.00	1680.00	934.00	8560.00	75.80	571.00	213.75	186.00
HE-B ;320	320.00	300.00	11.50	20.50	27.00	161.00	16100.00	126.39	1.77	30820.00	138.00	1930.00	1070.00	9240.00	75.70	616.00	230.63	226.00
HE-B ;340	340.00	300.00	12.00	21.50	27.00	171.00	17100.00	134.24	1.81	36660.00	146.00	2160.00	1200.00	9690.00	75.30	646.00	241.88	258.00
HE-B ;360	360.00	300.00	12.50	22.50	27.00	181.00	18100.00	142.09	1.85	43190.00	155.00	2400.00	1340.00	10140.00	74.90	676.00	253.13	293.00
HE-B ;400	400.00	300.00	13.50	24.00	27.00	198.00	19800.00	155.43	1.93	57680.00	171.00	2880.00	1620.00	10820.00	74.00	721.00	270.00	357.00
HE-B ;450	450.00	300.00	14.00	26.00	27.00	218.00	21800.00	171.13	2.03	79890.00	191.00	3550.00	1990.00	11720.00	73.30	781.00	292.50	442.00
HE-B ;500	500.00	300.00	14.50	28.00	27.00	239.00	23900.00	187.62	2.12	107200.00	212.00	4290.00	2410.00	12620.00	72.70	842.00	315.00	540.00
HE-B ;550	550.00	300.00	15.00	29.00	27.00	254.00	25400.00	199.39	2.22	136700.00	232.00	4970.00	2800.00	13080.00	71.70	872.00	326.25	602.00
HE-B ;600	600.00	300.00	15.50	30.00	27.00	270.00	27000.00	211.95	2.32	171000.00	252.00	5700.00	3210.00	13530.00	70.80	902.00	337.50	669.00
HE-B ;650	650.00	300.00	16.00	31.00	27.00	286.00	28600.00	224.51	2.42	210600.00	271.00	6480.00	3660.00	13980.00	69.90	932.00	348.75	741.00
HE-B ;700	700.00	300.00	17.00	32.00	27.00	306.00	30600.00	240.21	2.52	256900.00	290.00	7340.00	4160.00	14440.00	68.70	963.00	360.00	833.00
HE-B ;800	800.00	300.00	17.50	33.00	30.00	334.00	33400.00	262.19	2.71	359100.00	328.00	8980.00	5110.00	14900.00	66.80	994.00	371.25	949.00
HE-B ;900	900.00	300.00	18.50	35.00	30.00	371.00	37100.00	291.24	2.91	494100.00	365.00	10980.00	6290.00	15820.00	65.30	1050.00	393.75	1140.00
HE-B ;1000	1000.00	300.00	19.00	36.00	30.00	400.00	40000.00	314.00	3.11	644700.00	401.00	12890.00	7430.00	16280.00	63.80	1090.00	405.00	1260.00
	h	b	ts	tg	r	A	V	G	U	Iy	iy	Wy	Sy,max	Iz	iz	Wz	Sz,max	It
	mm	mm	mm	mm	mm	cm2	cm3/m	kg/m	m2/m	cm4	mm	cm3	cm3	cm4	mm	cm3	cm3	cm4

DIN 1025-2:1995-11 Warmgewalzte I-Träger - Teil 2: I-Träger, IPB-Reihe

h = Profilhöhe (mm)
b = Profilbreite (mm)
ts = Stegdicke (mm)
tg = Flanschdicke (mm)
r = Ausrundungsradius (mm)
A = Querschnittsfläche (cm²)
V = Volumen (cm³/m)
G = Querschnittsgewicht (kg/m)
U = Mantelfläche (m²/m)
Iy = Trägheitsmoment (cm⁴)
iy = Trägheitsradius (mm)
Wy = Widerstandsmoment (cm³)
Sy,max = Statisches Moment (cm³)
Iz = Trägheitsmoment (cm⁴)
iz = Trägheitsradius (mm)
Wz = Widerstandsmoment (cm³)
Sz,max = Statisches Moment (cm³)
It = Torsionsträgheitsmoment (cm⁴)

nach oben