PG P7000 Wt/100 Ft: 36 Lbs (54 kg/100 m) ꞏ Allowable Moment 510 In-Lbs (60 N•m) ꞏ 19 Gauge Nominal Thickness .040" (1.0 mm) 13/16" Framing System
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Power-Strut Unistrut
13 ⁄
16 "
7 ⁄
16 "
3 ⁄
3
16 "
⁄ 16 "
3 ⁄
32 " .243"
1 3 ⁄
32 " 1
2
.163"
P6000 - Beam Loading
P6000 - Column Loading
Span Max Allowable Uniform Load
Defl. at Uniform Load
Uniform Loading at Deflection
Unbraced Height
Maximum Allowable Load at Slot Face
Maximum Column Load Applied at C.G.
Span/180 Span/240 Span/360
K = 0.65 K = 0.80 K = 1.0 K = 1.2
(in)
(lb) 230 170 140 110 100
(in)
(lb) 230 170 130
(lb) 230 150 100
(lb) 180 100
(in)
(lb) 600 490 420 340 300 260 240 210 210 180
(lb)
(lb)
(lb)
(lb) 860 590 450 370 310 270
18 24 30 36 42 48 54 60 66 72
0.06 0.11 0.18 0.24 0.35 0.42 0.60 0.72 0.82 1.06
18 24 30 36 42 48 54 60 66 72
1,660 1,400 1,100
1,300 1,010
740 560 450 380 330 290
70 50 30 30 20 20 10 10
990 770 630 540 470 410 370 340
740 590 490 420 370 330 300 270
90 70 50 40 30 30 20
70 50 40 30 20 20 20
80 80 70 60 60
** ** ** **
** ** **
P7000 - Elements of Section
ꞏ Notes: * Load limited by spot weld shear ** KL⁄r > 200 ꞏ NR = Not Recommended
1. Beam loads are given in total uniform load (W Lbs) not uniform load (w lbs/ft or w lbs/in). 2. Beam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load carrying capacity. 3. Deduct channel weight from the beam loads. 4. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. 5. All beam loads are for bending about Axis 1-1.
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