Unistrut P4400

Unistrut P4400 - 1-5/8" x 1", 12 Gauge, Strut Channel

Robexstrut is a leading dealer and supplier of high-quality support systems. Unistrut P4400 channels are pre-fabricated structural steel channels used for support and framing purposes. These channels are usually manufactured from steel and may be galvanized, stainless steel or have a powder coat. With a thickness of 105″ (2.7mm), a weight of 1-5/8″, and a height of 1″, the Unistrut P4400 channel ensures strength and reliability. Our commitment to quality is backed by industry certifications, ensuring premium-grade products tailored to your needs.

Contact Robexstrut today for premium Unistrut P4400 channels tailored to your needs! Quality and affordability guaranteed.

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Unistrut P4400 Specification

Standard Lengths:

Up to 12 meters in length.

Dimensions

Width: 1-5/8 inches (41 mm)
Height : 1 inch (25 mm)
Wall Thickness: 12 Gauge Nominal Thickness .105″ (2.7mm)
Allowable Moment 2,300 In-Lbs (260 N•m)

Weight :

Wt/100 Ft: 144 Lbs (210 kg/100 m)

Material and Finishes :

Stainless Steel Options: Type 304 and Type 316, 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.

Stockist of P4400 Strut in Mumbai, P4400 Metal Framing Exporter from India

Features & Applications of Unistrut P4400

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P4400 Unistrut Load Capacity

Bearing Loads for P4400 Unistrut Channel


Channel	Bearing Length 1 ⅝" (41 mm) Maximum Allowable Loads Lbs (kN)	Bearing Length 1 ⅝" (41 mm) Maximum Allowable Loads Lbs (kN)	Bearing Length 3 ¼" (82 mm) Maximum Allowable Loads Lbs (kN)
P4400	7,300 32.47	3,400 15.12	8,400 37.37

P4400 - 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
24	770	0.09	770	770	580
36	510	0.20	510	390	260
48	380	0.35	290	220	150
60	310	0.56	190	140	90
72	260	0.80	130	100	60
84	220	1.08	90	70	50
96	190	1.39	70	50	40
108	170	1.78	60	40	30
120	150	2.15	50	30	20
144	130	3.22	30	20	20

P4400 - 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
600	3.5	2.2	3.5	3.5	2.7
750	2.8	3.4	2.8	2.6	1.7
1000	2.1	6.0	2.0	1.5	1.0
1250	1.7	9.3	1.3	1.0	0.6
1500	1.4	13.4	0.9	0.6	0.5
1750	1.2	18.6	0.6	0.5	0.3
2000	1.0	23.6	0.5	0.4	0.2
2500	0.9	38.1	0.3	0.2	0.1
3000	0.7	55.5	0.2	0.2	0.1
3500	0.6	71.6	0.2	0.1	0.1

P4400 - 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
24	2,620	8,280	7,760	7,140	6,580
36	2,470	7,210	6,580	5,310	4,030
48	2,180	6,200	4,870	3,280	2,280
60	1,770	4,760	3,280	2,100	**
72	1,420	3,450	2,280	**	**
84	1,150	2,530	1,670	**	**
96	**	1,940	**	**	**

P4400 - 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
600	11.9	37.7	35.4	32.6	30.1
750	11.6	35.2	32.6	29.5	24.5
1000	10.9	31.5	27.9	21.3	15.3
1250	9.7	27.4	21.3	14.2	9.8
1500	8.2	22.1	15.3	9.8	**
1750	6.8	17.1	11.3	7.2	**
2000	5.7	13.1	8.6	**	**
2500	**	8.4	**	**	**

P4400 - Elements of Section (Imperial)

Parameter	4400
Area of Section	0.424	In²
Axis 1-1
Moment of Inertia (I)	0.053	In⁴
Section Modulus (S)	0.092	In³
Radius of Gyration (r)	0.354	In
Axis 2-2
Moment of Inertia (I)	0.161	In⁴
Section Modulus (S)	0.198	In³
Radius of Gyration (r)	0.616	In

P4400 - Elements of Section (Metric)

Parameter	4400
Area of Section	2.74	cm²
Axis 1-1
Moment of Inertia (I)	2.21	cm⁴
Section Modulus (S)	1.51	cm³
Radius of Gyration (r)	0.90	cm
Axis 2-2
Moment of Inertia (I)	6.70	cm⁴
Section Modulus (S)	3.24	cm³
Radius of Gyration (r)	1.57	cm