- p3300 - P3301 - 1-5/8" x 1 3/4", 12 Gage, Back-to-Back, Solid


P3301
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P3301
GR
20
269.00
P3301
GR
10
269.00
P3301
PG
20
269.00
P3301
PG
10
269.00
P3301
HG
10
286.20
P3301
HG
20
286.20
P3301
ZD
10
269.00
P3301
ZD
20
269.00
P3301
PL
20
269.00
P3301
PL
10
269.00
P3301
SS
20
269.00
P3301
SS
10
269.00
P3301
ST
20
269.00


P3301 2


P3301 3
Elements of Section - P3301
Area of
Section
0.790 in2 (5.1 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.176 in4 (7.3 cm4)
0.285 in4 (11.9 cm4)
Section
Modulus (S)
0.201 in3 (3.3 cm3)
0.351 in3 (5.8 cm3)
Radius of
Gyration (r)
0.472 in (1.2 cm )
0.601 in (1.5 cm )
Column Loading - P3301
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 4,290 16,990 16,580 15,770 14,720
36 4,150 15,890 14,720 12,980 11,120
48 3,940 14,160 12,360 9,880 7,510
60 3,650 12,210 9,880 6,940 4,820
72 3,270 10,190 7,510 4,820 3,350
84 2,800 8,220 5,530 3,540 *
96 2,410 6,420 4,240 * *
108 2,080 5,070 3,350 * *
*KL/r > 200
Beam Loading - P3301
Span
(in)
Max
Allow.
Uniform
Load
(lbs)
Defl at
Uniform
load
(in)
Uniform Loading
at Deflection
Lateral
Bracing
Reduct.
Factor
Span
/180
(lbs)
Span
/240
(lbs)
Span
/360
(lbs)
24 1,690 0.06 1,690 1,690 1,690 1.00
36 1,130 0.13 1,130 1,130 860 1.00
48 840 0.23 840 720 480 1.00
60 680 0.37 620 460 310 1.00
72 560 0.52 430 320 210 0.97
84 480 0.71 310 240 160 0.95
96 420 0.93 240 180 120 0.92
108 380 1.20 190 140 100 0.90
120 340 1.47 150 120 80 0.87
144 280 2.09 110 80 50 0.82

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 braces.

Bearing Load on Channel:

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