CABLE SUPPORT SYSTEM - TIS-STRUT - T1000
COLUMN LOADING - T1000

Unbraced Height Maximum Allowable Load at Slot Face Maximum Column Load Applied at C.G.
K = 0.65 K = 0.80 K = 1.0 K = 1.2
In Lbs Lbs Lbs Lbs Lbs
24
36		 3.450
3.050		 10.750
8.910		 9.900
7.730		 8.770
6.370		 7.730
5.280
48
60		 2.660
2.290		 7.250
5.890		 5.980
4.660		 4.660
3.600		 3.770
2.940
72
84		 2.000
1.760		 4.800
4.010		 3.770
3.170		 2.940
2.460		 2.380
1.970
96
108		 1.570
1.410		 3.450
3.020		 2.730
2.380		 2.090
1.800		 1.650
**
120 1.270 2.680 2.090 ** **
BEAM LOADING - T1000

Span Maximum Allowable Uniform Load Deflection at Uniform Load Uniform Loading at Deflection
Span/180 Span/240 Span/360
In Lbs In Lbs Lbs Lbs
24
36		 1.690
1.130		 0.06
0.13		 1.690
1.130		 1.690
1.130		 1.690
900
48
60		 850
680		 0.22
0.35		 850
650		 760
490		 510
320
72
84		 560
480		 0.50
0.68		 450
330		 340
250		 220
170
96
108		 420
380		 0.89
1.13		 250
200		 190
150		 130
100
120
144		 340
280		 1.40
2.01		 160
110		 120
80		 80
60
168
192		 240
210		 2.74
3.57		 80
60		 60
50		 40
NR
216
240		 190
170		 4.52
5.58		 50
40		 40
NR		 NR
NR
T1000 Spesification
Wt/100 Ft:190 Lbs (283 kg/100 m)
Allowable Moment 5.080 In-Lbs (570 N•m)
12 Gauge Nominal Thickness 2.5 mm
Dimension Tolerance : ± 1.0 mm

Element of Section
Area of Section - 0.556 in2 (3.6 cm2)
Axis 1-1
Moment of Inertia (l) - 0.185 in4 (7.7 cm4)
Section Modulus (s) - 0.202 in3 (3.3 cm3)
Radius of Gyration (r) - 0.577 in (1.5 cm)

Axis 2-2
Moment of Inertia (l) - 0.236 in4 (9.8 cm4)
Section Modulus (s) - 0.290 in3 (4.8 cm3)
Radius of Gyration (r) - 0.651 in (1.7 cm)