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  7. P3300 - 1-5/8" x 7/8", 12 Gage, Solid

P3300 - 1-5/8" x 7/8", 12 Gage, Solid

Max Load 6,000 Lbs 2,722 Kg
Max Load 9,000 Lbs 4,082 Kg
Max Load 4,000 Lbs 1,814 Kg

The Unistrut P3300 has dimensions of 1-5/8" x 7/8" with a wall of 12 ga (.105"). It is shorter than both the P1000 and P3000.

     
Elements of Section - P3300
Area of Section
0.395 in2 (2.5 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
0.037 in4 (1.5 cm4)
0.143 in4 (6.0 cm4)
Section Modulus (S)
0.072 in3 (1.2 cm3)
0.176 in3 (2.9 cm3)
Radius of Gyration (r)
0.306 in (0.8 cm )
0.601 in (1.5 cm )
           
Column Loading - P3300
Unbraced
Height
(in)		 Allowable
Load at
Slot Face
(lbs)		 Max Column Load
Applied at C.G.
K=0.65
(lbs)		 K=0.80
(lbs)		 K=1.0
(lbs)		 K=1.2
(lbs)
24 2,360 7,740 7,260 6,350 5,390
36 2,120 6,470 5,390 3,990 2,810
48 1,760 4,910 3,550 2,270 1,580
60 1,380 3,440 2,270 1,460 *
72 1,080 2,390 1,580 * *
*KL/r > 200
             
Beam Loading - P3300
Span
(in)		 Max
Allowable
Uniform
Load
(lbs)		 Defl at
Uniform
load
(in)		 Uniform Loading
at Deflection		 Lateral
Bracing
Reduction
Factor
Span
/180
(lbs)		 Span
/240
(lbs)		 Span
/360
(lbs)
24 600 0.10 600 600 400 1.00
36 400 0.22 360 270 180 1.00
48 300 0.40 200 150 100 1.00
60 240 0.62 130 100 60 0.98
72 200 0.89 90 70 40 0.97
84 170 1.20 70 50 30 0.96
96 150 1.59 50 40 30 0.94
108 130 1.96 40 30 20 0.93
120 120 2.48 30 20 20 0.92
 

 

Notes:

  1. Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support.
  2. Long span beams should be supported so as to prevent rotation and twist.
  3. Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8.
  4. The lateral bracing factor should be multiplied by the load to determine the load retained based on the distance between lateral 
  • Includes closure and end caps unless otherwise requested.P3380 end cap used when distance to first anchor is up to 2" (51 mm).
  • P3703 end cap is used when end distance to first anchor is over 2" (51 mm).Nail or anchor inserts to forms every 16" (406 mm) to 24" (610 mm).
  • Anchors are 8" (203 mm) on center.Material: Cold formed from 12 Ga. (3 mm) steel conforming to ASTM A1011 SS GR. 33 or A653 GR 33. A. Stainless steel available on special order.
  • Finish: Choice of Perma-Green III (GR), hot-dipped galvanized (HG) conforming to ASTM A123 or A153, pre-galvanized (PG) conforming to ASTM A653-G90, or plain (PL).NC Suffix â// No Closure Strip, W/End Caps & Back Plates
  • WC Suffix â// W/Closure Strip, End Caps & Back PlatesX â// No Closure Strip, No End Caps, W/Back Plates

 

Part No. Finish Length Weight Box Qty.
P3300
20
134.00
1000
P3300
10
134.00
500
P3300
20
134.00
1000
P3300
10
134.00
500
P3300
10
143.10
500
P3300
20
143.10
1000
P3300
10
134.00
500
P3300
20
134.00
1000
P3300
10
134.00
500
P3300
20
134.00
1000
P3300
10
139.00
500
P3300
20
139.00
1000
P3300
20
139.00
1000
P3300
10
139.00
500
 

 

P3300 Series Channel