- p1100 - P1100 - 1-5/8" x 1-5/8", 14 Gage, Solid


P1100
Channel Selection Chart
Related Channel Nuts
Additional Specifications

Part No. Finish Length Weight
P1100
GR
20
142.00
P1100
GR
10
142.00
P1100
PG
20
142.00
P1100
PG
10
142.00
P1100
HG
10
148.40
P1100
HG
20
148.40
P1100
ZD
10
142.00
P1100
ZD
20
142.00
P1100
PL
20
142.00
P1100
PL
10
142.00
P1100
SS
10
142.00
P1100
SS
20
142.00


P1100 2


P1100 3
Elements of Section - P1100
Area of
Section
0.418 in2 (2.7 cm2)
 
Axis 1-1
Axis 2-2
Moment of
Inertia (I)
0.145 in4 (6.0 cm4)
0.176 in4 (7.3 cm4)
Section
Modulus (S)
0.162 in3 (2.7 cm3)
0.217 in3 (3.6 cm3)
Radius of
Gyration (r)
0.589 in (1.5 cm )
0.650 in (1.7 cm )
Column Loading - P1100
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 2,800 8,040 7,330 6,360 5,430
36 2,410 6,480 5,430 4,190 3,210
48 1,940 4,990 3,830 2,760 2,160
60 1,550 3,740 2,760 2,050 1,640
72 1,290 2,860 2,160 1,640 1,320
84 1,100 2,310 1,780 1,370 1,110
96 950 1,950 1,520 1,180 950
108 840 1,690 1,320 1,030 *
120 760 1,490 1,180 * *
144 630 1,210 950 * *
*KL/r > 200
Beam Loading - P1100
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 1,350 0.06 1,350 1,350 1,350 1.00
36 900 0.13 900 900 700 0.89
48 680 0.23 680 590 400 0.78
60 540 0.36 510 380 250 0.68
72 450 0.51 350 260 180 0.59
84 390 0.70 260 190 130 0.52
96 340 0.92 200 150 100 0.47
108 300 1.15 160 120 80 0.43
120 270 1.42 130 90 60 0.40
144 230 2.09 90 70 40 0.36
168 190 2.75 60 50 30 0.32
192 170 3.67 50 40 - 0.30
216 150 4.61 40 30 - 0.28
240 140 5.90 30 - - 0.26

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