Unistrut P5001

Unistrut P5001 - 1-5/8'' x 6-1/2'', 12 Gauge, Double Channel Back-to-Back, Solid

Robexstrut is a leading dealer and supplier of Unistrut P5001, a versatile channel widely used for trapeze supports, seismic bracing, ceiling grids, pipe, conduit, duct, cable tray supports, racks and general framing. With its 1 5/8″(41.3 mm) wide x 6 1/2″ (165.1 mm) tall x 12 ga. thick back-to-back solid channel dimensions, the Stainless Steel Unistrut P5001 offers superior strength and reliability, making it ideal for structural support in a variety of settings.

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India's Top Unistrut P5001 Supplier, Specialized P5001 Stainless Steel Strut Channel in 304/316 Grades

Unistrut P5001 Specification

Standard Lengths:

Up to 12 meters in length.

P5001 Unistrut Dimensions :

Width: 1 5/8 inches (41 mm)
Height: 6 1/2 inches (165 mm)
Wall Thickness: 12 Gauge Nominal Thickness .105″ (2.7mm)
Allowable Moment 48,180 In-Lbs (5,440 N•m)

Weight :

Wt/100 Ft: 610 Lbs (907 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.

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Features & Applications of Unistrut P5001

Pre-approved for seismic applications (OPM)
2-sided attachment
Available in various finishes: Pre-Galvanized (PG), Unistrut Defender (DF), Hot-Dip Galvanized (HG), Plain (PL), Green (GR), Zinc Dichromate (ZD) and Stainless Steel (SS)
Meets industry standards for quality and safety

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P5001 Unistrut Load Capacity

P5001 - Beam Loading (Imperial)

Span (in)	Max Allow. Uniform Load (lbs)	Deflection at Uniform Load (in)	Uniform Loading at Deflection
Span (in)	Max Allow. Uniform Load (lbs)	Deflection at Uniform Load (in)	Span/180 (Lbs)	Span/240 (Lbs)	Span/360 (Lbs)
24	6,890*	0.01	6,890*	6,890*	6,890*
36	6,890*	0.02	6,890*	6,890*	6,890*
48	6,890*	0.05	6,890*	6,890*	6,890*
60	6,420	0.10	6,420	6,420	6,420
72	5,350	0.14	5,350	5,350	5,350
84	4,590	0.19	4,590	4,590	4,590
96	4,020	0.25	4,020	4,020	4,020
108	3,570	0.32	3,570	3,570	3,360
120	3,210	0.39	3,210	3,210	2,720
144	2,680	0.57	2,680	2,680	1,890
168	2,290	0.77	2,290	2,080	1,390
192	2,010	1.01	2,010	1,590	1,060
216	1,780	1.27	1,680	1,260	840
240	1,610	1.58	1,360	1,020	680

P5001 - Beam Loading (Metric)

Span (in)	Max Allow. Uniform Load (lbs)	Deflection at Uniform Load (in)	Uniform Loading at Deflection
Span (in)	Max Allow. Uniform Load (lbs)	Deflection at Uniform Load (in)	Span/180 (Lbs)	Span/240 (Lbs)	Span/360 (Lbs)
600	30.6 *	0	30.6 *	30.6 *	30.6 *
750	30.6 *	0	30.6 *	30.6 *	30.6 *
1,000	30.6 *	1	30.6 *	30.6 *	30.6 *
1,250	30.6 *	1	30.6 *	30.6 *	30.6 *
1,500	29.0	2	29.0	29.0	29.0
1,750	24.9	3	24.9	24.9	24.9
2,000	21.8	4	21.8	21.8	21.8
2,500	17.4	7	17.4	17.4	17.4
3,000	14.5	10	14.5	14.5	12.5
3,500	12.5	13	12.5	12.5	9.2
4,000	10.9	17	10.9	10.5	7.0
4,500	9.7	22	9.7	8.3	5.6
5,000	8.7	27	8.7	6.8	4.5
6,000	7.2	39	6.2	4.7	3.1

P5001 - Column Loading (Imperial)

Unbraced Height (in)	Maximum Allowable Load at Slot Face (lbs)	Max Column Load Applied at C.G.
Unbraced Height (in)	Maximum Allowable Load at Slot Face (lbs)	K=0.65 (lbs)	K=0.80 (lbs)	K=1.0 (lbs)	K=1.2 (lbs)
24	10,670	39,230	38,030	36,210	34,240
36	10,350	36,450	34,240	31,200	28,260
48	9,940	33,220	30,200	26,430	23,190
60	9,290	29,950	26,430	22,470	19,380
72	8,560	26,880	23,190	19,380	16,450
84	7,860	24,140	20,520	17,040	12,090
96	7,220	21,790	18,370	13,330	9,250
108	6,600	19,790	16,450	10,530	7,310
120	5,760	18,130	13,330	8,530	**
144	4,390	14,020	9,250	**	**
168	3,420	10,300	6,800	**	**

P5001 - Column Loading (Metric)

Unbraced Height mm	Maximum Allowable Load at Slot Face kn	Max Column Load Applied at C.G.
Unbraced Height mm	Maximum Allowable Load at Slot Face kn	K=0.65 kn	K=0.80 kn	K=1.0 kn	K=1.2 kn
600	47.5	174.9	169.7	161.7	153.2
750	46.8	169.2	161.7	150.9	139.8
1,000	45.6	158.2	147.2	132.6	118.8
1,250	44.0	146.3	132.6	115.6	101.2
1,500	41.6	134.3	118.8	101.2	87.4
1,750	38.9	122.9	106.6	89.4	76.8
2,000	36.3	112.5	96.2	80.0	61.2
2,250	33.9	103.2	87.4	69.6	48.4
2,500	31.6	95.0	80.0	56.4	39.1
2,750	29.3	87.8	72.9	46.6	32.4

P5001 - Elements of Section (Imperial)

Parameter	P5001
Area of Section	1.793	in²
Axis 1-1
Moment of Inertia (I)	6.227	in⁴
Section Modulus (S)	1.916	in³
Radius of Gyration (r)	1.864	in
Axis 2-2
Moment of Inertia (I)	0.866	in⁴
Section Modulus (S)	1.066	in³
Radius of Gyration (r)	0.695	in

P5001 - Elements of Section (Metric)

Parameter	P5001
Area of Section	11.57	cm²
Axis 1-1
Moment of Inertia (I)	259.17	cm⁴
Section Modulus (S)	31.40	cm³
Radius of Gyration (r)	4.7	cm
Axis 2-2
Moment of Inertia (I)	36.04	cm⁴
Section Modulus (S)	17.46	cm³
Radius of Gyration (r)	1.77	cm