- p4100 - P4100 - 1-5/8" x 13/16", 14 Gage, Solid


P4100
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P4100
DF
20
102.80
P4100
DF
10
102.80
P4100
GR
10
98.00
P4100
GR
20
98.00
P4100
PG
10
98.00
P4100
PG
20
98.00
P4100
HG
20
102.80
P4100
HG
10
102.80
P4100
ZD
20
98.00
P4100
ZD
10
98.00
P4100
PL
20
98.00
P4100
PL
10
98.00
P4100
SS
20
98.00
P4100
SS
10
98.00


P4100 2


P4100 3
Elements of Section - P4100
Area of
Section
0.290 in2 (1.9 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.026 in4 (1.1 cm4)
0.107 in4 (4.5 cm4)
Section
Modulus (S)
0.054 in3 (0.9 cm3)
0.132 in3 (2.2 cm3)
Radius of
Gyration (r)
0.298 in (0.8 cm )
0.609 in (1.5 cm )
Column Loading - P4100
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 1,840 5,610 5,210 4,570 3,850
36 1,640 4,660 3,850 2,800 1,960
48 1,310 3,490 2,480 1,590 1,100
60 1,000 2,400 1,590 * *
72 770 1,670 1,100 * *
*KL/r > 200
Beam Loading - P4100
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)
24 450 0.11 450 420 280 1.00
36 300 0.24 250 190 130 0.98
48 230 0.44 140 110 70 0.94
60 180 0.67 90 70 50 0.91
72 150 0.96 60 50 30 0.89
84 130 1.32 50 30 20 0.86
96 110 1.67 40 30 20 0.84
108 100 2.16 30 20 10 0.82
120 90 2.67 20 20 10 0.80
144 80 4.09 20 - - 0.76
168 60 4.88 - - - 0.73
192 60 7.28 - - - 0.69
216 50 8.64 - - - 0.65
240 50 11.85 - - - 0.61

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
3,400 Lbs
1,542 Kg
Max Load
4,800 Lbs
2,177 Kg
Max Load
2,600 Lbs
1,179 Kg