Nut Slip & Pullout | Unistrut New Zealand

Slip and Pullout Performance

Channel Type	Nut Type	Pullout kN	Slip kN	Torque Nm
P1000	P1006	2.67	1.33*	9
P1000	P1007	3.56	2.22*	22
P1000	P1008	4.45	3.56*	44
P1000	P1010	8.9	6.67*	77
P2000	P1006	2.67	1.33*	9
P2000	P1007	3.56	1.78*	22
P2000	P1008	4.45	3.34*	37
P2000	P1010	4.45	4.54*	37
33000	P4006	2.67	1.33*	9
33000	P4007	3.56	2.22*	22
33000	P4008	4.45	3.56*	44
33000	P4010	6.67	6.67*	77
P4000	P4006	2.67	1.33*	9
P4000	P4007	3.56	1.78*	22
P4000	P4008	4.45	3.34*	37
P4000	P4010	4.45	4.54*	37
P5500	P5508	4.45	3.56*	44
P5500	P5510	8.9	6.67*	77

Load capacities have been calculated in accordance with the provisions of AS/NZS 4600:1996 “Cold-formed steel structures”, and in particular, Section 6.2.2.7. The bolting system chosen using the data provided in the tables will perform as specified when design, fabrication and erection are carried out in accordance with Unistrut’s recommendations and accepted building practice.

Note:

To simplify the table, channel nuts with springs only shown with the exception of P3016. Unistrut nuts without springs will have identical performance.

Figures marked with (*) in the table opposite were obtained using high strength (Grade 8.8) screws.

Figures not marked with (*) were obtained using standard strength (Grade 4.6) screws. It should be noted that unless otherwise specified, standard strength screws (Grade 4.6) are supplied.

For Slip Loads using 4.6 Grade Commercial bolts and screws, Contact your local Unistrut Service Centre.

Hot Dipped Galvanised Channel Nuts

Apply Pullout Loads as listed
For Slip Loads – refer to your local Unistrut Service Centre.

Note:

These figures are results obtained from a comprehensive series of tests carried out by a NATA registered laboratory. For further technical information please contact your nearest Unistrut® Service Centre.

Channel Type	Nut Type	Pullout kN	Slip kN	Torque Nm
P1000SS	P1006SS	2.45	0.2	3.5
P1000SS	P1007SS	4.41	0.3	8.5
P1000SS	P1008SS	6.86	0.6	17
P1000SS	P1013SS	6.86	0.6	30

Note: Stainless steel grade 316 screws, nuts and channel used to determine loads.

These figures are results obtained from a comprehensive series of tests carried out by a NATA registered laboratory.

For further technical information please contact your nearest Unistrut Service Centre.

Approximate beam load capacities for channel sections may be obtained from the engineering data sections in this catalogue. Multiply data by the percentages shown in table below.

Nut pullout strength and resistance to slip for sections may be obtained from the engineering data sections in this catalogue. Multiply data by by the percentages shown in table below.

Material	Percentage Factor	Material	Slip Percentage Factor	Pullout Percentage Factor
Extruded Aluminium	33%	Extruded Aluminium	75%	50%

Note: Some fittings, as shown in this catalogue can be supplied in Aluminium on special order.