tech_p3300_combo

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Unistrut Asia Products

P3300 Structural Data

P3300 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
P3300	1.82	232	0.013	0.999	7.6	0.055	2.661	15.4
P3301	3.65	465	0.063	2.841	11.6	0.110	5.329	15.4
Note: l - Moment of Inertia Z - Section Modulus r - Radius of Gyration For Slip and Pullout Performance details refer to this Tab Section.

P3300 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	P3300	5.52	0.42	34.88	1750	P3300	0.79	20.63	0.00
250	P3301	15.58	0.25	73.20	1750	P3301	2.23	12.32	20.21
500	P3300	2.76	1.68	27.76	2000	P3300	0.69	26.95	0.00
500	P3301	7.79	1.01	67.32	2000	P3301	1.95	16.09	15.47
750	P3300	1.84	3.79	19.42	2250	P3300	0.61	34.11	0.00
750	P3301	5.19	2.26	58.55	2250	P3301	1.73	20.36	12.22
1000	P3300	1.38	6.74	12.08	2500	P3300	0.55	42.11	0.00
1000	P3301	3.90	4.02	48.16	2500	P3301	1.56	25.13	0.00
1250	P3300	1.10	10.53	7.90	2750	P3300	0.50	50.95	0.00
1250	P3301	3.12	6.28	37.47	2750	P3301	1.42	30.41	0.00
1500	P3300	0.92	15.16	5.56	3000	P3300	0.46	60.63	0.00
1500	P3301	2.60	9.05	27.50	3000	P3301	1.30	36.19	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.