- p5000 - P5000 - 1-5/8" x 3-1/4", 12 Gage, Solid


P5000
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P5000
DF
20
323.30
P5000
DF
10
323.30
P5000
GR
20
305.00
P5000
GR
10
305.00
P5000
PG
20
305.00
P5000
PG
10
305.00
P5000
HG
20
323.30
P5000
HG
10
323.30
P5000
ZD
10
305.00
P5000
ZD
20
305.00
P5000
PL
20
305.00
P5000
PL
10
305.00


P5000 2


P5000 3
Elements of Section - P5000
Area of
Section
0.897 in2 (5.8 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
1.098 in4 (45.7 cm4)
0.433 in4 (18.0 cm4)
Section
Modulus (S)
0.627 in3 (10.3 cm3)
0.533 in3 (8.7 cm3)
Radius of
Gyration (r)
1.107 in (2.8 cm )
0.695 in (1.8 cm )
Column Loading - P5000
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 5,650 16,870 15,180 12,850 10,600
36 4,690 13,140 10,600 7,650 5,660
48 3,560 9,550 6,860 4,790 3,660
60 2,730 6,680 4,790 3,450 2,710
72 2,160 4,980 3,660 2,710 2,170
84 1,760 3,950 2,960 2,240 1,820
96 1,500 3,270 2,500 1,930 1,580
108 1,310 2,800 2,170 1,690 1,390
120 1,170 2,450 1,930 1,510 *
144 980 1,980 1,580 * *
168 850 1,670 1,340 * *
*KL/r > 200
Beam Loading - P5000
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 5,260 0.03 5,260 5,260 5,260 0.98
36 3,500 0.07 3,500 3,500 3,500 0.85
48 2,630 0.12 2,630 2,630 2,630 0.70
60 2,100 0.18 2,100 2,100 1,920 0.55
72 1,750 0.26 1,750 1,750 1,330 0.44
84 1,500 0.36 1,500 1,470 980 0.38
96 1,310 0.47 1,310 1,120 750 0.33
108 1,170 0.59 1,170 890 590 0.30
120 1,050 0.73 960 720 480 0.28
144 880 1.06 670 500 330 0.24
168 750 1.43 490 370 240 0.22
192 660 1.88 370 280 190 0.21
216 580 2.35 300 220 150 0.19
240 530 2.95 240 180 120 0.18

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
4,000 Lbs
1,814 Kg
Max Load
5,500 Lbs
2,495 Kg
Max Load
2,000 Lbs
907 Kg