| 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 |