tech_p1000_combo

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atkore-unistrut

Unistrut Asia Products

P1000 Structural Data

P1000 Elements of Section

Part No.	Mass	Area of Section	Axis XX			Axis YY
Part No.	Mass	Area of Section	I	Z	r	I	Z	r
	kg/m	mm²	10⁶mm⁴	10³mm³	mm	10⁶mm⁴	10³mm³	mm
P1000	2.59	330	0.069	2.920	14.5	0.092	4.451	16.7
P1001	5.18	660	0.318	7.711	22.0	0.184	8.902	16.7
P1001-3	7.78	991	1.178	18.713	34.5	0.276	13.365	16.7
P1001C3	7.78	991	0.530	10.995	23.1	0.576	13.945	24.1
P1001D3	7.77	991	0.481	10.203	22.0	0.557	13.491	23.7
P1001C41	10.38	1322	0.688	16.670	22.8	0.931	22.546	26.5
P1003	4.55	580	0.120	3.771	14.4	0.300	6.007	22.8
P1004A	9.12	1162	1.529	24.660	36.3	0.424	18.336	19.1
Note: l - Moment of Inertia Z - Section Modulus r - Radius of Gyration For Slip and Pullout Performance details refer to this Tab Section.

P1000 Beam & Column Loads

Beam Span or Column Unsupported Height	Section Number	Uniform Beam Working Load	Deflection at Uniform Working Load	Max. Loading of Column	Beam Span or Column Unsupported Height	Section Number	Uniform Beam Working Load	Deflection at Uniform Working Load	Max. Loading of Column
mm		kN	mm	kN	mm		kN	mm	kN
250	P1000	14.83	0.22	45.51	1750	P1000	2.12	10.71	11.00
	P1001	25.64	0.08	97.71		P1001	5.60	6.13	53.40
	P1001-3	27.90	0.02	146.48		P1001-3	13.58	4.02	80.11
	P1001C3	25.64	0.05	145.92		P1001C3	7.98	5.25	83.31
	P1001C41	25.64	0.04	195.70		P1001C41	12.09	6.13	123.36
	P1003	17.46	0.15	78.01		P1003	2.49	7.25	37.16
	P1004A	26.33	0.02	157.31		P1004A	16.30	3.72	103.39
500	P1000	7.42	0.87	36.84	2000	P1000	1.85	13.99	9.35
	P1001	19.58	0.50	94.09		P1001	4.90	8.01	44.21
	P1001-3	27.90	0.19	141.13		P1001-3	11.88	5.25	66.33
	P1001C3	25.64	0.39	138.70		P1001C3	6.98	6.86	72.48
	P1001C41	25.64	0.30	188.76		P1001C41	10.58	8.01	109.59
	P1003	8.73	0.59	74.48		P1003	2.18	9.48	29.41
	P1004A	26.33	0.14	153.24		P1004A	14.26	4.86	90.69
750	P1000	4.94	1.97	28.22	2250	P1000	1.65	17.70	8.05
	P1001	13.06	1.13	88.35		P1001	4.35	10.13	35.62
	P1001-3	27.90	0.65	132.53		P1001-3	10.56	6.65	53.44
	P1001C3	18.61	0.96	128.60		P1001C3	6.20	8.68	62.04
	P1001C41	25.64	1.02	178.34		P1001C41	9.41	10.13	96.41
	P1003	5.82	1.33	68.94		P1003	1.94	11.99	23.24
	P1004A	26.33	0.47	146.68		P1004A	12.68	6.15	78.16
1000	P1000	3.71	3.50	21.44	2500	P1000	1.48	21.85	7.01
	P1001	9.79	2.00	80.90		P1001	3.92	12.51	28.85
	P1001-3	23.76	1.31	121.36		P1001-3	9.50	8.21	43.29
	P1001C3	13.96	1.72	117.29		P1001C3	5.58	10.72	52.11
	P1001C41	21.16	2.00	165.65		P1001C41	8.47	12.51	83.93
	P1003	4.36	2.37	61.87		P1003	1.75	14.81	18.82
	P1004A	26.33	1.12	137.97		P1004A	11.41	7.59	66.20
1250	P1000	2.97	5.46	16.42	2750	P1000	1.35	26.44	6.14
	P1001	7.83	3.13	72.23		P1001	3.56	15.14	23.85
	P1001-3	19.01	2.05	108.36		P1001-3	8.64	9.93	35.78
	P1001C3	11.17	2.68	105.77		P1001C3	5.08	12.97	44.05
	P1001C41	16.93	3.13	151.78		P1001C41	7.70	15.13	72.11
	P1003	3.49	3.70	53.84		P1003	3.56	15.14	23.85
	P1004A	22.82	1.90	127.53		P1004A	10.37	9.19	55.06
1500	P1000	2.47	7.87	13.20	3000	P1000	1.24	31.47	0.00
	P1001	6.53	4.50	62.89		P1001	3.26	18.02	20.04
	P1001-3	15.84	2.95	94.35		P1001-3	7.92	11.82	30.07
	P1001C3	9.31	3.86	94.42		P1001C3	4.65	15.44	37.67
	P1001C41	14.11	4.50	137.52		P1001C41	7.05	18.01	62.18
	P1003	2.91	5.33	45.43		P1003	1.45	21.32	0.00
	P1004A	19.02	2.73	115.84		P1004A	9.51	10.93	46.27
Note: The table should be read in conjunction with "Notes on Derivation of Structural Data" and "How to use Load Tables" in this Tab Section.