P1000

 

Elements of Section - P1000
Area of Section
0.555 in2 (3.6 cm2)
 
Axis 1-1
Axis 2-2
Moment of Inertia (I)
0.185 in4 (7.7 cm4)
0.236 in4 (9.8 cm4)
Section Modulus (S)
0.202 in3 (3.3 cm3)
0.290 in3 (4.8 cm3)
Radius of Gyration (r)
0.577 in (1.5 cm )
0.651 in (1.7 cm )
 

 

Column Loading - P1000
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 3,550 10,740 9,890 8,770 7,740
36 3,190 8,910 7,740 6,390 5,310
48 2,770 7,260 6,010 4,690 3,800
60 2,380 5,910 4,690 3,630 2,960
72 2,080 4,840 3,800 2,960 2,400
84 1,860 4,040 3,200 2,480 1,980
96 1,670 3,480 2,750 2,110 1,660
108 1,510 3,050 2,400 1,810 *
120 1,380 2,700 2,110 * *
144 1,150 2,180 1,660 * *

 

Beam Loading - P1000
Span
(in)
Max
Allowable
Uniform
Load
(lbs)
Defl at
Uniform
load
(in)
Uniform Loading
at Deflection
Lateral
Bracing
Reduction
Factor
Span
/180
(lbs)
Span
/240
(lbs)
Span
/360
(lbs)
24 1,690 0.06 1,690 1,690 1,690 1.00
36 1,130 0.13 1,130 1,130 900 0.94
48 850 0.22 850 760 500 0.88
60 680 0.35 650 480 320 0.82
72 560 0.50 450 340 220 0.78
84 480 0.68 330 250 160 0.75
96 420 0.89 250 190 130 0.71
108 380 1.14 200 150 100 0.69
120 340 1.40 160 120 80 0.66
144 280 2.00 110 80 60 0.61
168 240 2.72 80 60 40 0.55
192 210 3.55 60 50 - 0.51
216 190 4.58 50 40 - 0.47
240 170 5.62 40 - - 0.44