Long products - Channels - Parallel flange channels UPE - S355 - 1. Section properties

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Section designation		Dimensions															Properties
		Mass per metre	Depth of section	Width of section	Thickness		Root radius	Depth between fillets	Ratios for local buckling		Distance	Dimensions for detailing			Surface area		Second moment of area		Radius of gyration		Elastic modulus		Plastic modulus		Buckling parameter	Torsional index	Warping constant	Torsional constant	Area of section
					Web	Flange			Web	Flange		End clearance	Notch		Per metre	Per tonne	Axis y-y	Axis z-z	Axis y-y	Axis z-z	Axis y-y	Axis z-z	Axis y-y	Axis z-z
			h	b	t_w	t_f	r	d	c_w / t_w	c_f / t_f	e₀	C	N	n											U	X	I_w	I_T	A
		kg/m	mm	mm	mm	mm	mm	mm			cm	mm	mm	mm	m²	m²	cm⁴	cm⁴	cm	cm	cm³	cm³	cm³	cm³			dm⁶	cm⁴	cm²
UPE 400		72.2	400	115	13.5	18.0	18	328	24.3	4.64	3.67	16	108	36	1.22	16.9	21,000	1,040	15.1	3.37	1,050	123	1,260	191	0.921	19.2	0.259	79.1	91.9
UPE 360		61.2	360	110	12.0	17.0	18	290	24.2	4.71	3.65	14	104	36	1.12	18.3	14,800	844	13.8	3.29	824	105	982	178	0.934	18.3	0.166	58.5	77.9
UPE 330		53.2	330	105	11.0	16.0	18	262	23.8	4.75	3.55	13	100	34	1.04	19.6	11,000	681	12.7	3.17	667	90	792	156	0.939	17.8	0.112	45.2	67.8
UPE 300		44.4	300	100	9.5	15.0	15	240	25.3	5.03	3.53	12	98	30	0.968	21.8	7,820	538	11.8	3.08	522	76	613	137	0.948	17.6	0.0727	31.5	56.6
UPE 270		35.2	270	95	7.5	13.5	15	213	28.4	5.37	3.52	10	94	30	0.892	25.3	5,250	401	10.8	2.99	389	61	451	112	0.963	17.7	0.0436	19.9	44.8
UPE 240		30.2	240	90	7.0	12.5	15	185	26.4	5.44	3.36	9	90	28	0.813	26.9	3,600	311	9.67	2.84	300	50	347	92.2	0.967	16.6	0.0264	15.1	38.5
UPE 220		26.6	220	85	6.5	12.0	13	170	26.2	5.46	3.24	9	86	26	0.756	28.4	2,680	247	8.90	2.70	244	43	281	78.2	0.967	16.0	0.0176	12.1	33.9
UPE 200		22.8	200	80	6.0	11.0	13	152	25.3	5.55	3.05	8	80	24	0.697	30.6	1,910	187	8.11	2.54	191	35	220	63.3	0.969	15.7	0.0110	8.89	29.0
UPE 180		19.7	180	75	5.5	10.5	12	135	24.5	5.48	2.92	8	76	24	0.639	32.4	1,350	144	7.34	2.39	150	29	173	52.3	0.973	14.7	0.00681	6.99	25.1
UPE 160		17.0	160	70	5.5	9.5	12	117	21.3	5.53	2.67	8	72	22	0.579	34.0	911	107	6.48	2.22	114	23	132	41.5	0.969	14.1	0.00396	5.20	21.7
UPE 140		14.5	140	65	5.0	9.0	12	98.0	19.6	5.33	2.51	7	66	22	0.520	35.8	600	78.8	5.71	2.07	85.6	18	98.8	33.2	0.973	12.7	0.00220	4.05	18.4
UPE 120		12.1	120	60	5.0	8.0	12	80.0	16.0	5.38	2.28	7	62	20	0.460	38.0	364	55.5	4.86	1.90	60.6	14	70.3	25.3	0.967	11.7	0.00112	2.90	15.4
UPE 100		9.8	100	55	4.5	7.5	10	65.0	14.4	5.40	2.16	7	58	18	0.402	41.0	207	38.3	4.07	1.75	41.4	11	48.0	19.3	0.965	10.5	0.000530	2.01	12.5
UPE 80		7.9	80	50	4.0	7.0	10	46.0	11.5	5.14	2.01	6	52	18	0.343	43.5	107	25.5	3.26	1.59	26.8	8	31.2	14.3	0.958	8.71	0.000220	1.47	10.1

e₀ Is the distance from the centre of the web to the shear centre