- p4100 - P4101 - 1-5/8" x 1-5/8", 14 Gage, Back-to-Back, Solid


P4101
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P4101
GR
10
197.00
P4101
GR
20
197.00
P4101
PG
10
197.00
P4101
PG
20
197.00
P4101
HG
10
205.60
P4101
HG
20
205.60
P4101
ZD
10
197.00
P4101
PL
10
197.00
P4101
PL
20
197.00


P4101 2


P4101 3
Elements of Section - P4101
Area of
Section
0.579 in2 (3.7 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.117 in4 (4.9 cm4)
0.214 in4 (8.9 cm4)
Section
Modulus (S)
0.143 in3 (2.3 cm3)
0.264 in3 (4.3 cm3)
Radius of
Gyration (r)
0.449 in (1.1 cm )
0.608 in (1.5 cm )
Column Loading - P4101
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 3,240 12,370 11,950 11,370 10,540
36 3,120 11,470 10,540 9,160 7,720
48 2,940 10,090 8,680 6,770 4,980
60 2,680 8,560 6,770 4,590 3,190
72 2,310 7,010 4,980 3,190 2,220
84 1,950 5,530 3,660 2,340 *
96 1,650 4,250 2,800 * *
108 1,410 3,360 2,220 * *
*KL/r > 200
Beam Loading - P4101
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 *1,090 0.06 *1,090 *1,090 *1,090 1.00
36 800 0.14 800 800 570 1.00
48 600 0.25 600 480 320 1.00
60 480 0.39 410 310 200 0.96
72 400 0.57 280 210 140 0.92
84 340 0.76 210 160 100 0.89
96 300 1.00 160 120 80 0.85
108 270 1.29 130 90 60 0.81
120 240 1.57 100 80 50 0.78
144 200 2.26 70 50 40 0.71
168 170 3.05 50 40 30 0.64
192 150 4.02 40 - - 0.57
216 130 4.96 - - - 0.50
240 120 6.28 - - - 0.45
*Load limited by weld shear

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