Page 26 - Unistrut-Australia Catalog
P. 26

           BEAM AND COLUMN LOADS
Notes to Table
Note 1: Loads are governed by shear or web crippling.
Note 2: For uniform beam working loads asymmetric sections are required to be adequately braced to prevent rotation and twist.
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.
  BEAMS & COLUMNS - P1000® STRUT & COMBINATION
Beam Span or Column Unsupported Height mm
Section Number
Uniform Deflection Max. Beam at Uniform Loading
Working Working of Load Load Column
kN mm kN
        250
P1000
P1001 P1001C41 P1003
14.83 0.22 25.64 (1) 0.08 25.64 (1) 0.04
17.46 0.15
45.51 97.71 195.70 78.01
                        500
P1000
P1001 P1001C41 P1003
7.42 0.87 19.58 0.50 25.64 0.30 8.73 0.59
36.84 94.09 188.76 74.48
                        750
P1000
P1001 P1001C41 P1003
4.94 1.97 13.06 1.13 25.64 1.02 5.82 1.33
28.22 88.35 178.34 68.94
                         1000
P1000
P1001 P1001C41 P1003
3.71 3.50 9.79 2.00 21.16 2.00 4.36 2.37
21.44 80.90 165.65 61.87
                        1250
P1000
P1001 P1001C41 P1003
2.97 5.46 7.83 3.13 16.93 3.13 3.49 3.70
16.42 72.23 151.78 53.84
                          1500
P1000
P1001 P1001C41 P1003
2.47 7.87 6.53 4.50 14.11 4.50 2.91 5.33
13.20 62.89 137.52 45.43
                      Beam Span or Column Unsupported Height mm
Section Number
Uniform Deflection Max. Beam at Uniform Loading
Working Working of Load Load Column
kN mm kN
        1750
P1000
P1001 P1001C41 P1003
2.12 (2) 10.71 5.60 (2) 6.13 12.09 6.13 2.49 7.25
11.00 53.40 123.36 37.16
                        2000
P1000
P1001 P1001C41 P1003
1.85 (2) 13.99 4.90 (2) 8.01 10.58 8.01 2.18 9.48
9.35 44.21 109.59 29.41
                        2250
P1000
P1001 P1001C41 P1003
1.65 (2) 4.35 (2) 9.41 1.94
17.70 8.05 10.13 35.62 10.13 96.41 11.99 23.24
                        2500
P1000 1.48 (2)
P1001 3.92 (2)
21.85 7.01 12.51 28.85 12.51 83.93 14.81 18.82
      P1001C41
P1003 1.75
8.47 (2)
                  2750
P1000 1.35 (2)
P1001 3.56 (2)
26.44 6.14 15.14 23.85 15.13 72.11 15.14 23.85
      P1001C41
P1003 3.56
7.70 (2)
                   3000
P1000 1.24 (2)
P1001 3.26 (2)
31.47 0.00 18.02 20.04 18.01 62.18 21.32 0.00
      P1001C41
P1003 1.45 (2)
7.05 (2)
                   ELEMENTS OF SECTION - P1000® STRUT & COMBINATION
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)
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
 P1000
  2.59
   330
  0.069
 2.920
   14.5
 0.092
   4.451
  16.7
  P1001
 5.18
  660
 0.318
7.711
  22.0
0.184
  8.902
 16.7
  P1001C41
 10.36
 1322
  0.688
 16.670
 22.8
 0.931
 22.546
  26.5
  P1003
  4.50
 580
  0.120
  3.771
  14.4
 0.300
  6.007
  22.8
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