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Capacities shown are for popular
structural wide flange beam sizes, loads, and tower heights. For custom
designs or special loading criteria contact Hancock Rack. |
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Arms, bases, and bracing are
field bolted to towers. |
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Arms are adjustable on vertical
4" centers. |
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All capacities are based on
latest AISC Specifications. |
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Tower Part Number:
CT-W8X18-192 |
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Single Sided Tower Capacities (Load
on base is NOT included) |
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Max Height |
Arm
Length |
| |
|
24" |
30" |
36" |
42" |
48" |
54" |
60" |
| W8X18 |
16' |
18000 |
15800 |
14200 |
13000 |
12000 |
11000 |
10200 |
| W8X21 |
16' |
21600 |
18800 |
17200 |
15600 |
14400 |
13200 |
12400 |
| W10X22 |
20' |
24400 |
22000 |
20000 |
18000 |
16800 |
15800 |
14800 |
| W14X22 |
24' |
28000 |
25200 |
23000 |
21200 |
19400 |
18000 |
16800 |
| W16X26 |
24' |
40000 |
36000 |
32400 |
29600 |
27200 |
25200 |
23600 |
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For double sided capacities, double the
capacities shown. |
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Loads based on non seismic, uniformly
distributed loads. |
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| Recommended Tower
Spacing and Load Placement |
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Tower spacing varies with the
product length. Below are suggested tower arrangement and load placement
configurations. In addition to product length, excessive product sag
should be considered. Typical tower spacing can range from 2' to 10'. |
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