tech_p5500_combo

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atkore-unistrut

Unistrut Asia Products

P5500 Structural Data

P5500 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
P5500	3.400	433	0.197	5.73	21.3	0.131	6.328	17.4
P5501	6.810	867	1.052	16.99	34.8	0.261	12.662	17.4
Note: l - Moment of Inertia Z - Section Modulus r - Radius of Gyration For Slip and Pullout Performance details refer to this Tab Section.

P5500 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	P5500	27.04	0.14	57.03	2250	P5500	3.08	11.59	8.72
250	P5501	27.04	0.03	122.16	2250	P5501	9.11	6.43	50.48
500	P5500	13.84	0.57	45.91	2500	P5500	2.77	14.31	7.81
500	P5501	27.04	0.21	118.17	2500	P5501	8.20	7.93	41.04
750	P5500	9.23	1.29	33.78	2750	P5500	2.52	17.31	7.06
750	P5501	27.04	0.71	111.82	2750	P5501	7.46	9.60	33.92
1000	P5500	6.92	2.29	23.85	3000	P5500	2.31	20.61	6.43
1000	P5501	20.50	1.27	103.50	3000	P5501	6.83	11.42	28.50
1250	P5500	5.54	3.58	17.38	3250	P5500	2.13	24.18	5.89
1250	P5501	16.40	1.98	93.71	3250	P5501	6.31	13.41	24.28
1500	P5500	4.61	5.15	13.76	3500	P5500	1.98	28.05	0.00
1500	P5501	13.67	2.86	82.98	3500	P5501	5.86	15.55	0.00
1750	P5500	3.95	7.01	11.48	3750	P5500	1.85	32.20	0.00
1750	P5501	11.72	3.89	71.88	3750	P5501	5.47	17.85	0.00
2000	P5500	3.46	9.16	9.89	4000	P5500	1.73	36.63	0.00
2000	P5501	10.25	5.08	60.91	4000	P5501	5.13	20.31	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.