P5500 | Unistrut New Zealand

P5500 Elements of Section

Part No.	Mass kg/m	Area of Section mm2	Axis XX Axis YY
			I 106mm4	Z 103mm3	r mm
P5500	3.4	433	0.197 0.131	5.73 6.328	21.3 17.4
P5501	6.81	867	1.052 0.261	16.99 12.662	34.8 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.

Beam Span or Column Unsupported Height mm	Channel Number	Uniform Beam Working Load kN	Deflection at Uniform Working Load mm	Max. Loading of Column kN
250	P5500	27.04	0.14	57.03
250	P5501	27.04	0.03	122.16
500	P5500	13.84	0.57	45.91
500	P5501	27.04	0.21	118.17
750	P5500	9.23	1.29	33.78
750	P5501	27.04	0.71	111.82
1000	P5500	6.92	2.29	23.85
1000	P5501	20.5	1.27	103.5
1250	P5500	5.54	3.58	17.38
1250	P5501	16.4	1.98	93.71
1500	P5500	4.61	5.15	13.76
1500	P5501	13.67	2.86	82.98
1750	P5500	3.95	7.01	11.48
1750	P5501	11.72	3.89	71.88
2000	P5500	3.46	9.16	9.89
2000	P5501	10.25	5.08	60.91
2250	P5500	3.08	11.59	8.72
2250	P5501	9.11	6.43	50.48
2500	P5500	2.77	14.31	7.81
2500	P5501	8.2	7.93	41.04
2750	P5500	2.52	17.31	7.06
2750	P5501	7.46	9.6	33.92
3000	P5500	2.31	20.61	6.43
3000	P5501	6.83	11.42	28.5
3250	P5500	2.13	24.18	5.89
3250	P5501	6.31	13.41	24.28
3500	P5500	1.98	28.05	0
3500	P5501	5.86	15.55	0
3750	P5500	1.85	32.2	0
3750	P5501	5.47	17.85	0
4000	P5500	1.73	36.63	0
4000	P5501	5.13	20.31	0
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.