Unistrut P6000

Unistrut P6000 - 13/16" x 13/16", 19 Gauge Channel

Robexstrut, renowned for being a trusted dealer and supplier of high-quality strut systems. The Unistrut P6000 is a versatile steel framing system, designed for supporting a wide range of applications such as seismic bracing, ceiling grids, pipe, conduit, duct and cable tray supports, rack and other general framing. With dimensions of 13/16″ wide x 13/16″ tall and a thickness of 19 ga, the P6000 is offered in Pre-Galvanized (PG), Plain (PL), Stainless Steel (SS) and Aluminum (EA) to meet diverse needs. We deliver high-quality products that meet industry standards.

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Unistrut P6000 Specification

Standard Lengths:

Up to 12 meters in length.

Dimensions

Width: 13/16 inches (20.6 mm)
Height: 13/16 inches (20.6 mm)
Wall Thickness: 19 Gauge Nominal Thickness .040″ (1.0 mm)
Allowable Moment 510 In-Lbs (60 N•m)

Weight :

Wt/100 Ft: 36 Lbs (54 kg/100 m)

Material and Finishes :

Stainless Steel: Type 304: SS, Type 316: ST, conforming to ASTM A240
Pregalvanized (PG): Conforms to ASTM A653 SS GR 33, G90.
Hot Dip Galvanized (HG): Conforms to ASTM A1011 SS GR 33, finish conforms to ASTM A123.
Perma-Green (GR): E-Coat finish, conforms to ASTM A1011 SS GR 33.
Plain (PL): Low carbon steel, conforms to ASTM A1011 SS GR 33.

P6000 Unistrut Channel Stock Available in Mumbai - SS 304 & 316 Grades

Features & Applications of Unistrut P6000

Punched holes for easy installation
Light gauge
Complies with industry standards and testing for reliability
Available in custom sizes to meet specific project needs.
Suitable for light-duty applications.

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P6000 Unistrut Load Capacity

Bearing Loads for P6000 Unistrut Channel


Channel	Bearing Length 13⁄16" (20.6 mm) Maximum Allowable Loads - Lbs (kN)	Bearing Length 13⁄16" (20.6 mm) Maximum Allowable Loads - Lbs (kN)	Bearing Length 1 ⅝" (41.3 mm) Maximum Allowable Loads - Lbs (kN)
P6000	1,000 (4.45)	500 (2.22)	1,200 (5.34)

P6000 - Beam Loading (Imperial)

Span In	Max Allowable Uniform Load Lbs	Defl. at Uniform Load In	Uniform Loading at Deflection
Span In	Max Allowable Uniform Load Lbs	Defl. at Uniform Load In	Span/180 Lbs	Span/240 Lbs	Span/360 Lbs
18	230	0.06	230	230	180
24	170	0.11	170	150	100
30	140	0.18	130	100	70
36	110	0.24	90	70	50
42	100	0.35	70	50	30
48	80	0.42	50	40	30
54	80	0.60	40	30	20
60	70	0.72	30	20	20
66	60	0.82	30	20	10
72	60	1.06	20	20	10

P6000 - Beam Loading (Metric)

Span MM	Max Allowable Uniform Load kN	Defl. at Uniform Load MM	Uniform Loading at Deflection
Span MM	Max Allowable Uniform Load kN	Defl. at Uniform Load MM	Span/180 kN	Span/240 kN	Span/360 kN
300	1.5	1	1.5	1.5	1.5
450	1.0	2	1.0	1.0	0.8
600	0.8	3	0.8	0.7	0.5
750	0.6	4	0.6	0.4	0.3
1,000	0.4	7	0.4	0.3	0.2
1,250	0.4	11	0.2	0.2	0.1
1,500	0.3	17	0.1	0.1	0.1
1,750	0.3	24	0.1	0.1	0.0

P6000 - Column Loading (Imperial)

Unbraced Height In	Maxiumum Allowable Load at Slot Face Lbs	Maximum Column Load Applied at C.G.
Unbraced Height In	Maxiumum Allowable Load at Slot Face Lbs	K = 0.65 Lbs	K = 0.80 Lbs	K = 1.0 Lbs	K = 1.2 Lbs
18	600	1,660	1,400	1,100	860
24	490	1,300	1,010	740	590
30	420	990	740	560	450
36	340	770	590	450	370
42	300	630	490	380	310
48	260	540	420	330	270
54	240	470	370	290	**
60	210	410	330	**	**
66	210	370	300	**	**
72	180	340	270	**	**

P6000 - Column Loading (Metric)

Unbraced Height MM	Maxiumum Allowable Load at Slot Face kN	Maximum Column Load Applied at C.G.
Unbraced Height MM	Maxiumum Allowable Load at Slot Face kN	K = 0.65 kN	K = 0.80 kN	K = 1.0 kN	K = 1.2 kN
300	3.1	9.2	8.4	7.3	6.3
450	2.7	7.5	6.3	5.0	3.9
600	2.2	5.9	4.6	3.4	2.7
750	1.8	4.5	3.4	2.5	2.0
1,000	1.4	3.0	2.4	1.8	1.5
1,250	1.1	2.3	1.8	1.4	1.2
1,500	0.9	1.9	1.5	1.2	**
1,750	0.8	1.6	1.2	**	**

P6000 - Elements of Section (Imperial)

Parameter	P6000
Area of Section	0.107	In²
Axis 1-1
Moment of Inertia (I)	0.009	In⁴
Section Modulus (S)	0.020	In³
Radius of Gyration (r)	0.295	In
Axis 2-2
Moment of Inertia (I)	0.012	In⁴
Section Modulus (S)	0.029	In³
Radius of Gyration (r)	0.333	In

P6000 - Elements of Section (Metric)

Parameter		P6000
Area of Section		0.69 cm²
Axis 1-1	Moment of Inertia (I)	0.39 cm⁴
	Section Modulus (S)	0.33 cm³
	Radius of Gyration (r)	0.75 cm
Axis 2-2	Moment of Inertia (I)	0.49 cm⁴
	Section Modulus (S)	0.48 cm³
	Radius of Gyration (r)	0.85 cm