tech_p4000_combo

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atkore-unistrut

Unistrut Asia Products

P4000 Structural Data

P4000 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
P4000	1.26	160	0.010	0.786	7.8	0.039	1.880	15.6
P4001	2.51	320	0.044	2.082	11.7	0.078	3.764	15.6
P4002-1	3.22	410	0.019	1.036	6.9	0.247	4.946	24.6
P4003	3.77	480	0.180	5.636	19.3	0.083	4.002	13.1
Note: l - Moment of Inertia Z - Section Modulus r - Radius of Gyration For Slip and Pullout Performance details refer to this Tab Section.

P4000 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	P4000	4.20	0.44	22.36	1750	P4000	0.60	21.69	0.00
	P4001	10.39	0.24	49.05		P4001	1.59	12.67	14.00
	P4003	11.16	0.06	73.53		P4003	4.30	8.35	26.45
	P4002-1	4.71	0.25	51.41		P4002-1	0.67	12.10	0.00
500	P4000	2.10	1.77	16.30	2000	P4000	0.52	28.33	0.00
	P4001	5.55	1.03	45.24		P4001	1.39	16.54	10.72
	P4003	11.16	0.51	68.80		P4003	3.76	10.90	20.25
	P4002-1	2.35	0.99	42.12		P4002-1	0.59	15.81	0.00
750	P4000	1.40	3.98	10.46	2250	P4000	0.47	35.86	0.00
	P4001	3.70	2.33	39.54		P4001	1.23	20.94	8.47
	P4003	10.02	1.53	62.23		P4003	3.34	13.80	16.01
	P4002-1	2.35	0.99	42.12		P4002-1	0.52	20.01	0.00
1000	P4000	1.05	7.08	6.54	2500	P4000	0.42	44.27	0.00
	P4001	2.78	4.14	32.74		P4001	1.11	25.85	0.00
	P4003	7.52	2.73	53.62		P4003	3.01	17.04	12.97
	P4002-1	1.18	3.95	18.99		P4002-1	0.47	24.70	0.00
1250	P4000	0.84	11.07	4.54	2750	P4000	0.38	53.57	0.00
	P4001	2.22	6.46	25.69		P4001	1.01	31.28	0.00
	P4003	6.01	4.26	44.23		P4003	2.73	20.61	0.00
	P4002-1	0.94	6.18	12.16		P4002-1	0.43	29.89	0.00
1500	P4000	0.70	15.94	3.35	3000	P4000	0.35	63.57	0.00
	P4001	1.85	9.31	19.06		P4001	0.93	37.22	0.00
	P4003	5.01	6.13	34.96		P4003	2.51	24.53	0.00
	P4002-1	0.78	8.89	0.00		P4002-1	0.39	35.57	0.00
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.