tech_p2000_combo

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P2000 Structural Data

P2000 Elements of Section

Part No.	Mass	Area of Section	Axis XX			Axis YY
Part No.	Mass	Area of Section	I	Z	r	I	Z	r
	kg/m	mm²	10⁶mm⁴	10³mm³	mm	10⁶mm⁴	10³mm³	mm
P2000	1.79	228	0.052	2.297	15.2	0.065	3.143	16.9
P2001	3.63	462	0.261	6.321	23.8	0.131	6.367	16.9
P2001C3	5.46	695	0.394	8.302	23.8	0.418	8.410	24.5
Note: l - Moment of Inertia Z - Section Modulus r - Radius of Gyration For Slip and Pullout Performance details refer to this Tab Section.

P2000 Beam & Column Loads

Beam Span or Column Unsupported Height	Section Number	Uniform Beam Working Load	Deflection at Uniform Working Load	Max. Loading of Column	Beam Span or Column Unsupported Height	Section Number	Uniform Beam Working Load	Deflection at Uniform Working Load	Max. Loading of Column
mm		kN	mm	kN	mm		kN	mm	kN
250	P2000	10.30	0.20	32.92	1750	P2000	1.73	11.54	5.56
	P2001	11.78	0.05	70.84		P2001	4.75	6.35	38.39
	P2001C3	11.77	0.03	106.31		P2001C3	6.24	5.53	59.16
500	P2000	6.06	0.94	26.55	2000	P2000	1.27 (2)	8.41	5.46
	P2001	11.78	0.37	68.18		P2001	3.48 (2)	4.63	31.77
	P2001C3	11.77	0.24	101.69		P2001C3	4.01 (2)	3.97	58.18
750	P2000	4.04	2.12	19.21	2250	P2000	1.35	19.07	4.02
	P2001	11.09	1.17	63.96		P2001	3.70	10.50	25.48
	P2001C3	11.77	0.24	94.74		P2001C3	4.85	9.13	43.10
1000	P2000	3.03	3.77	12.91	2500	P2000	1.21	23.55	3.53
	P2001	8.32	2.07	58.50		P2001	3.33	12.96	20.64
	P2001C3	10.91	1.80	86.31		P2001C3	4.37	11.28	36.13
1250	P2000	2.42	5.89	9.03	2750	P2000	1.10	28.49	3.14
	P2001	6.65	3.24	52.15		P2001	3.02	15.68	17.06
	P2001C3	8.73	2.82	77.21		P2001C3	3.97	13.64	30.72
1500	P2000	2.02	8.48	6.89	3000	P2000	1.01	33.91	2.82
	P2001	5.54	4.67	45.32		P2001	2.77	18.66	14.33
	P2001C3	7.28	4.06	68.03		P2001C3	3.64	16.24	26.44
Note: The table should be read in conjunction with "Notes on Derivation of Structural Data" and "How to use Load Tables" in this Tab Section.