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SPAN 500 BRIDGED TOWER
Spandeck Parts List
Span 500 DW Spandeck Configuration
Platform Height (m)
2m
3m
4m
5m
6m
Work Height (m)
4
5
6
7
8
Tower Height (m)
3
4
5
6
7
Item #
Part Number
Description
Unit Weight (kg)
Quantities
14**
88012-01
3.7m (12') Deck Length
30
2
2
2
2
2
88014-01
4.3m (14') Deck Length
34
2
2
2
2
2
88016-01
5.0m (16') Deck Length
39
2
2
2
2
2
88018-01
5.5m (18') Deck Length
43
2
2
2
2
2
88020-01
6.1m (20') Deck Length
47
2
2
2
2
2
88022-01
6.7m (22') Deck Length
51
2
2
2
2
2
88024-01
7.3m (24') Deck Length
55
2
2
2
2
2
15
88065
1.0m Guardrail Post
3.5
6
6
6
6
6
16
603
Right Angle Coupler
1
8
8
8
8
8
17
88112
3.7m Guardrail Tube
4.1
4
4
4
4
4
88114
4.3m Guardrail Tube
4.8
4
4
4
4
4
88116
5.0m Guardrail Tube
5.5
4
4
4
4
4
88118
5.5m Guardrail Tube
6.1
4
4
4
4
4
88120
6.1m Guardrail Tube
6.8
4
4
4
4
4
88122
6.7m Guardrail Tube
7.7
4
4
4
4
4
88124
7.3m Guardrail Tube
8.5
4
4
4
4
4
22
88111
Knee Brace Long
3.9
4
4
4
4
4
Spandeck Toeboards
Spandeck Length (m)
3.7
4.3
5
5.5
6.1
Item #
Part Number
Description
Unit Weight (kg)
Quantities
18
88084
1.2m Toeboard
1.8
2
88086
1.83m Toeboard
2.9
4
2
4
6
4
88088
2.4m Toeboard
3.9
2
4
**Quantity required if the configuration is using two spandeck at the working level
TOWER SELF WEIGHT (SW) AND TOWER LEG LOAD
The maximum castor point load P (leg load) imposed by a 6m prefabricated tower with 7.3m Spandeck on
its supporting surface is as follows:
TOWER NOT IN USE:
Total SW of Tower =
1258Kg
Max. Castor Point load, P =
210 Kg
TOWER IN USE:
Total SW of Tower + Safe Working Load =
1258 Kg + 825 Kg = 2083 Kg
Max. Castor Point load, P =
350 Kg Approx.
