ul ker rigging plan
DESCRIPTION
planTRANSCRIPT
A-1 A-3A-2 A-SW9A-4 E-WA-SW10 A-NW10 A-NW9 A-5 A-6 A-7 A-8
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A-2A-1 A-5A-NW9E-WA-SW9 A-SW10A-3 A-4 A-NW10 A-7 A-8A-6
HEA300
INP100
INP100
INP100
HEA300
INP160
HD
260*
54,1
HD
260*
54,1
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HEA300
HEA300
INP100
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HEA300
INP1
60
INP1
60
INP1
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INP1
60
INP1
60
INP1
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INP1
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INP1
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HEA300
HEA300INP100 INP100 INP100
HD400*187 HD400*187 HD400*187 HD400*187
HEA300
INP100
HD
260*
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HEA300
INP100
HD400*187
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HD400*187 HD400*187 HD400*187 HD400*187
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HD400*187
HD400*187 HD400*187 HD400*187
HD400*187
HD
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INP160
INP160
INP160
INP160
INP1
60IN
P160
INP1
60
INP1
60
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60
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HD
260*
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HD400*187 HD400*187
HD400*187 HD400*187
HD400*187 HD400*187
HD400*187 HD400*187
HD
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INP160
INP160
INP160
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HEA300HEA30
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HEA300HEA300
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INP1
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INP160
INP160
INP160
INP1
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HEAA300
HEAA300
HD260*54,1
HD400*187Maximum Load Capacity of Member: 3.50 tons
Maximum Load Capacity of Member: 7.00 tons
- Maximum Load at the Joint: 3.50 tons.
heavy rigging loads must be located at the joints of truss
loaded with 3.5 ton, the connected member (i.e. )HD400*187- Load at the Joint is limited to 3.5 tons. If the joint is directly
could not be loaded.-These locations are in the mid-span of truss bottom chord and
RIGGING STRUCTURE LOADING NOTES 1:
- Maximum Load at the Joint: 7.00 tons.
For this reason, heavy rigging loads must be located at these joints.
HD400*187- Load at the Joint is limited to 7.0 ton. If the joint is directly
could not be loaded.-These locations are the joints of truss members.
(shown as red circles) instead of locations at midspan.
TRUSS TOTAL RIGGING LOAD CAPACITIES:
RIGGING STRUCTURE LOADING NOTES 2:
TRUSS 4 - 5 : Total Rigging Loads is 70 tons
TRUSS 3 - 6 : Total Rigging Loads is 70 tonsTRUSS 2 - 7 : Total Rigging Loads is 36 tons
TRUSS 1 - 8 : Total Rigging Loads is 10 tons
Structural element rigging load capacities and truss total rigging
oriented. Rigging load locations must be prepared considering how load transferred between structural members and what
-For a truss, if some of joints and/or mid-spans of a bottom chord member (shown as blue) is not loaded, load on the other
loads at these locations are critical for truss. For this reason
loaded with 7.0 ton, the connected member (i.e. )
joints could be increased by depending on the loading layout.
load capacities is significantly related to how the rigging loads are
their capacities are.