Page 29 - Unistrut-Australia Catalog
P. 29

 BEAM AND COLUMN LOADS
BEAM & COLUMN - P4000 STRUT & COMBINATION
Beam Span or Column Unsupported Height mm
250
500
750
1000
1250
1500
Uniform Beam Working Load
Deflection Max. at Uniform Loading
Working of Load Column
Beam Span or Column Unsupported Height
Uniform Beam Working Load
Deflection Max.
Section Number
P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1
Section Number
P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1 P4000 P4001 P4003 P4002-1
Loading
STRUT STRUT SYSTEMS
kN mm kN mm
Column
4.20 10.39 11.16 (1) 4.71 2.10 5.55 11.16 2.35 1.40 3.70 10.02 2.35 1.05 2.78 7.52 1.18
0.44 0.24 0.06 0.25 1.77 1.03 0.51 0.99 3.98 2.33 1.53 0.99 7.08 4.14 2.73 3.95
22.36 49.05 73.53 51.41 16.30 45.24 68.80 42.12 10.46 39.54 62.23 42.12 6.54 32.74 53.62 18.99 4.54 25.69 44.23 12.16 3.35 19.06 34.96
1750
2000
2250
2500
2750
3000
0.60 (2) 1.59 (2) 4.30 (2) 0.67 0.52 (2) 1.39 (2) 3.76 (2) 0.59 0.47 (2) 1.23 (2) 3.34 (2) 0.52 0.42 (2) 1.11 (2) 3.01 (2) 0.47 0.38 (2) 1.01 (2) 2.73 (2) 0.43 0.35 (2) 0.93 (2) 2.51 (2) 0.39
21.69 0.00 12.67 14.00 8.35 26.45 12.10 0.00 28.33 0.00 16.54 10.72 10.90 20.25 15.81 0.00 35.86 0.00 20.94 8.47 13.80 16.01 20.01 0.00 44.27 0.00 25.85 0.00 17.04 12.97 24.70 0.00 53.57 0.00 31.28 0.00 20.61 0.00 29.89 0.00 63.57 0.00 37.22 0.00 24.53 0.00 35.57 0.00
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)
0.84 11.07 2.22 6.46 6.01 4.26 0.94 6.18
0.70 (2) 1.85 (2) 5.01
15.94
9.31
6.13
0.78 8.89 0.00
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 - P4000 STRUT & COMBINATION
Part No.
Mass Area of kg/m Section
mm2
Axis XX Axis YY
IZrIZr 106mm4 103mm3 mm 106mm4 103mm3 mm
0.010 0.786 7.8 0.039 1.880 15.6 0.044 2.082 11.7 0.078 3.764 15.6 0.019 1.036 6.9 0.247 4.946 24.6 0.180 5.636 19.3 0.083 4.002 13.1
P4000 1.26 160
P4001 2.52 320 P4002-1 3.22 410 P4003 3.78 480
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27
at Uniform
Working of
Load
kN mm kN
C
T
E
U
R
L
T
E
S
B
4
F
2
9
1
R
O
S
I
N
A
C
E
S
R
T
A
E
Y
I
N
G
9
0



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