- p1100 - P1101 - 1-5/8" x 3-1/4", 14 Gage, Back-to-Back, Solid


P1101
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P1101
GR
20
284.00
P1101
GR
10
284.00
P1101
PG
10
284.00
P1101
PG
20
284.00
P1101
HG
20
296.80
P1101
HG
10
296.80
P1101
PL
10
284.00
P1101
PL
20
284.00
P1101
SS
10
284.00
P1101
SS
20
284.00


P1101 2


P1101 3
Elements of Section - P1101
Area of
Section
0.835 in2 (5.4 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.733 in4 (30.5 cm4)
0.353 in4 (14.7 cm4)
Section
Modulus (S)
0.451 in3 (7.4 cm3)
0.434 in3 (7.1 cm3)
Radius of
Gyration (r)
0.937 in (2.4 cm )
0.650 in (1.7 cm )
Column Loading - P1101
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 5,010 18,250 17,700 16,880 16,030
36 4,860 16,990 16,030 14,770 13,620
48 4,700 15,610 14,380 12,930 11,750
60 4,480 14,280 12,930 11,490 9,290
72 4,210 13,100 11,750 9,290 6,700
84 3,880 12,090 10,220 7,090 4,930
96 3,480 11,170 8,390 5,430 3,770
108 3,060 9,640 6,700 4,290 2,980
120 2,680 8,170 5,430 3,480 *
144 2,090 5,710 3,770 * *
*KL/r > 200
Beam Loading - P1101
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 *2,180 0.02 *2,180 *2,180 *2,180 1.00
36 *2,180 0.06 *2,180 *2,180 *2,180 1.00
48 1,890 0.13 1,890 1,890 1,890 0.98
60 1,510 0.20 1,510 1,510 1,280 0.93
72 1,260 0.28 1,260 1,260 890 0.87
84 1,080 0.39 1,080 980 650 0.82
96 950 0.51 950 750 500 0.76
108 840 0.64 790 590 400 0.70
120 760 0.79 640 480 320 0.65
144 630 1.13 440 330 220 0.54
168 540 1.54 330 250 160 0.45
192 470 2.00 250 190 130 0.39
216 420 2.55 200 150 100 0.34
240 380 3.16 160 120 80 0.31
*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
3,500 Lbs
1,588 Kg
Max Load
5,500 Lbs
2,495 Kg
Max Load
2,500 Lbs
1,134 Kg