Page 27 - Unistrut-Australia Catalog
P. 27

                                                                                  BEAM AND COLUMN LOADS
  BEAM & COLUMN - P2000 STRUT & COMBINATION
 Beam Span or Column Unsupported Height mm
     Section Number
Uniform Beam Working Load
Deflection Max. at Uniform Loading
Working of Load Column
kN mm kN
   250
        P2000 10.30 0.20 32.92
     P2001 11.78 (1) 0.05 70.84
     P2001C3 11.77 (1) 0.03 106.31
        500
   P2000 6.06 0.94 26.55
     P2001 11.78 0.37 68.18
     P2001C3 11.77 (1) 0.24 101.69
       750
   P2000 4.04 2.12 19.21
     P2001 11.09 1.17 63.96
     P2001C3 11.77 (2) 0.24 94.74
   1000
       P2000 3.03 3.77 12.91
     P2001 8.32 2.07 58.50
     P2001C3 10.91 1.80 86.31
       1250
   P2000 2.42 5.89 9.03
     P2001 6.65 3.24 52.15
     P2001C3 8.73 (2) 2.82 77.21
   1500
        P2000 2.02 8.48 6.89
     P2001 5.54 4.67 45.32
     P2001C3 7.28 (2) 4.06 68.03
  Beam Span or Column Unsupported Height mm
     Section Number
Uniform Beam Working Load
Deflection Max. at Uniform Loading
Working of Load Column
kN mm kN
   1750
        P2000 1.73 (2) 11.54 5.56
     P2001 4.75 (2) 6.35 38.39
     P2001C3 6.24 (2) 5.53 59.16
        2000
   P2000 1.27 (2) 8.41 4.66
     P2001 3.48 (2) 4.63 31.77
     P2001C3 4.01 (2) 3.97 58.18
       2250
   P2000 1.35 (2) 19.07 4.02
     P2001 3.70 (2) 10.50 25.48
     P2001C3 4.85 (2) 9.13 43.10
   2500
       P2000 1.21 (2) 23.55 3.53
     P2001 3.33 (2) 12.96 20.64
     P2001C3 4.37 (2) 11.28 36.13
       2750
   P2000 1.10 (2) 28.49 3.14
     P2001 3.02 (2) 15.68 17.06
     P2001C3 3.97 (2) 13.64 30.72
   3000
        P2000 1.01 (2) 33.91 2.82
     P2001 2.77 (2) 18.66 14.33
     P2001C3 3.64 (2) 16.24 26.44
             Note:
The table should be read in conjunction with ‘Notes on Derivation of Structural Data’ (page 9) and ‘How to use Load Tables’ (pages 53-54) in this Tab Section.
   ELEMENTS OF SECTION - P2000 STRUT & COMBINATION
  Part No.
 Mass kg/m
    Area of Section mm2
  Axis XX
 Axis YY
 I 106mm4
 Z 103mm3
 r mm
 I 106mm4
 Z 103mm3
  r mm
 P2000
 1.79
 228
 0.052
 2.297
 15.2
 0.065
 3.143
  16.9
 P2001
 3.58
 462
 0.261
 6.321
 23.8
 0.131
 6.367
  16.9
 P2001C3
  5.37
  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. (page 49)
       www.unistrut.com.au 25
            STRUT STRUT SYSTEMS
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