P9000 - 1-5/8" x 1-5/8" Telestrut Tubing | Products


Column Loading - P9000
Unbraced Height (in)	Allowable Load at Slot Face (lbs)	Max Column Load Applied at C.G.
Unbraced Height (in)	Allowable Load at Slot Face (lbs)	K=0.65 (lbs)	K=0.80 (lbs)	K=1.0 (lbs)	K=1.2 (lbs)
24	3,640	8,730	8,570	8,330	8,040
36	3,540	8,360	8,040	7,530	6,950
48	3,400	7,880	7,340	6,530	5,660
60	3,210	7,290	6,530	5,440	4,360
72	2,990	6,640	5,660	4,360	3,160
84	2,730	5,940	4,790	3,340	2,320
96	2,430	5,220	3,940	2,560	1,780
108	2,110	4,520	3,160	2,020	1,400
120	1,820	3,840	2,560	1,640	*
144	1,390	2,690	1,780	*	*
*KL/r > 200


Beam Loading - P9000
Span (in)	Max Allowable Uniform Load (lbs)	Defl at Uniform load (in)	Uniform Loading at Deflection			Lateral Bracing Reduction Factor
Span (in)	Max Allowable Uniform Load (lbs)	Defl at Uniform load (in)	Span /180 (lbs)	Span /240 (lbs)	Span /360 (lbs)	Lateral Bracing Reduction Factor
24	1,710	0.06	1,710	1,710	1,710	1.00
36	1,140	0.14	1,140	1,140	810	1.00
48	860	0.25	860	680	450	1.00
60	690	0.40	580	440	290	1.00
72	570	0.57	400	300	200	1.00
84	490	0.77	300	220	150	1.00
96	430	1.01	230	170	110	1.00
108	380	1.27	180	130	90	1.00
120	340	1.56	150	110	70	1.00
144	290	2.30	100	80	50	1.00
168	240	3.02	70	60	40	1.00
192	210	3.95	60	40	-	1.00
216	190	5.09	40	-	-	1.00
240	170	6.24	40	-	-	1.00

Notes:

Above loads include the weight of the member. This weight must be deducted to arrive at the net allowable load the beam will support.
Long span beams should be supported so as to prevent rotation and twist.
Allowable uniformly distributed loads are listed for various simple spans, that is, a beam on two supports. If load is concentrated at the center of the span, multiply load from the table by 0.5 and corresponding deflection by 0.8.
The lateral bracing factor should be multiplied by the load to determine the load retained based on the distance between lateral braces.