COLUMN LOADING - T1001B

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	6.430 6.230	25.060 24.000	24.620 23.050	23.900 21.570	23.050 19.890
48 60	5.950 5.620	22.590 20.890	21.030 18.690	18.690 15.540	16.170 12.400
72 84	5.240 4.830	18.990 16.970	16.170 13.640	12.400 9.470	8.960 6.580
96 108	4.390 3.930	14.900 12.860	11.200 8.960	7.250 5.730	5.040 3.980
120	3.510	10.910	7.250	4.640	**

BEAM LOADING - T1001B

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	3.130* 3.130*	0.03 0.07	3.130* 3.130*	3.130* 3.130*	3.130* 3.130*
48 60	2.400 1.920	0.13 0.20	2.400 1.920	2.400 1.920	2.400 1.630
72 84	1.600 1.370	0.28 0.39	1.600 1.370	1.600 1.240	1.130 830
96 108	1.200 1.070	0.50 0.64	1.200 1.000	950 750	640 500
120 144	960 800	0.79 1.13	810 560	610 420	410 280
168 192	690 600	1.54 2.01	410 320	310 240	210 160
216 240	530 480	2.55 3.15	250 200	190 150	130 100

Product Info
Weight : 380 Lbs/100 Ft (566 kg/100 m)
Wt/100 Ft : 380 Lbs (566 kg/100 m)
Allowable Moment T1001B : 18.660 In-Lbs (2.110 N•m)
12 Gauge Nominal Thickness 2.5 mm
Dimension Tolerance : ± 1.0 mm