rental division - division location · 11.02.2017 · stageline.com i [email protected] 11....

RENTAL DIVISION - DIVISION LOCATION

SL320technical drawingS

2016

stageline.com I [email protected]

11. SL320_Tech.Drawings_RENTAL_2016 1

SL320RENTAL DIVISION - DIVISION LOCATION

8'-2” [ 2.49m ]

13'-5"[ 4.09m ]

53'-0" [ 16.15m ]

50'-8'' [ 15.44m ]

41'-0" [ 12.50m ]

4'-7" [ 1.40m ]6'-7" [ 2.00m ]

2'-8''[ 0.82m ]

1'-1" [ 0.33m ]

4'-0"[ 1.23m ]

1'-5" [ 0.43m ]1'-1"[ 0.33m ]

© 2015 - R01 - All rights reserved, Stageline Mobile Stage Inc. Any and all forms of adaptation or reproduction of this document including plans and drawings, in whole or in part, are strictly forbidden without the written authorisation of Stageline Mobile Stage Inc. Mass may vary depending on options.Technical specifications may change without notice. Stage specifications subject to change without notice. Figures are nominal.

Drawings may show stage equipped with optional accessories. May be sold separately.

Mass & Dimensions

Mass SL 320Unladen Standard Equipment Maximum Capacity

Lbs Kg Lbs Kg Lbs Kg

Total Mass 38890 17640 44864 20350 50000 22680

Mass on Axle 28418 12890 32805 14880 34000 15422

Mass on Hitch 10472 4750 12059 5470

Minimum

7'-9"

2.36m

1'-10"

0.56m

1.52m

5'-0"

12.20m

40'-0"

1.53m

5'-0"

0.33m

1'-1"

0.54m

1'-9"

3'-9"

1.14m

13'-5"

4.10m

3.05m

10'-0"

52'-3"

15.92m

1.93m

6'-4"

8'-6"

2.59m

Lbs Kg Lbs Kg Lbs KgTotal Mass 50229 22784 60000 27216 67000 30391Mass on Axle 32421 14706 40000 18144 43000 19505Mass on Hitch 17808 8078 20001 9072 24000 10886

Mass SAM555Unladen Standard Equipment Maximum Capacity






front view

29'-7'' to 32'-1'' [ 9.02m to 9.78m ]

40'-0'' [ 12.20m ]

64'-0'' [ 19.51m ]

9'-9''[ 2.97m ] 12'-0'' [ 3.66m ] 12'-0'' [ 3.66m ]

42'-2'' [ 12.86m ]

54'-4'' [ 16.56m ]

72'-3'' [ 22.00m ]

6'-1'' [ 1.85m ] 8'-11'' [ 2.72m ]

20'-0'' [ 6.10m ]

6'-1''[ 1.85m ]

4'-11'' [ 1.50m ]

Door10'-0'' x 9'-0''

(3.05m x 2.74m)

Door10'-0'' x 9'-0''

(3.05m x 2.74m)

3'-6'' to 6'-0''[ 1.07 to 1.83m ]

26'-4'' [ 8.03m ]

16'-0'' [ 4.87m ]

WINDWALL

BANNER (For dimensions, please refer to banner book)




42'-4'' [ 12.91 m ]

[ 1.07 to 1.83 m ]3'-6'' to 6'-0''

[ 7.95 m ]26'-1''

[ 7.37 m ]24'-2''

T2P11s T1s T2

P11s

39'-2'' [ 11.94 m ]

[ 7.30 m ]23'-11''

15'-6'' [ 4.72 m ]

[ 7.67 m ]25'-2''

[ 6.99 m ]22'-11''

[ 7.06 m ]23'-2''

8'-3'' [ 2.51 m ]

[ 7.49 m ]24'-7''

P10s

[7.30 m ]23'-11''

P10s

[ 6.81 m ]22'-4''

Door9'-0'' x 9'-0''

(2.74 x 2.74 m)

8'-10''[ 2.69 m ]



Side view

WINDWALL




42'-2'' [ 12.86m ]

[ 2.38m ]7'-8''

[ 5.06m ]16'-6''

[ 5.06m ]16'-6''

[ 12.91m ]42'-4''

[ 12.39m ]40'-8''

16'-0'' [ 4.88m ] 72'-3'' [ 22.00m ]



Roof view

DOWNSTAGE




[ 11.94m ]

39'-2''

40'-0'' [ 12.20m ]

[ 1.47m ]4'-10''

64'-0'' [ 19.51m ]

[ 4.87m ]

16'-0''[ 5.23m ]

17'-2''

[ 5.23m ]

17'-2''

[ 0.66m ]

2'-2''

[ 0.66m ]

2'-2''

[ 1.07m ]3'-6''

[ 2.44m ]

8'-0''

12'-0'' [ 3.65m ]

DOWNSTAGE

Capacity: 100lb/ft² (490kg/m²)



floor view

DOWNSTAGE

CAPACITY: 100lbs/ft² (490kg./m²)




DOWNSTAGE

9'-1"[ 2.78m ]

19'-5'' [ 5.92m ]

40'-8" [ 12.40m ]

C

(115 kg)250 lb

(115 kg)250 lb

(135 kg)300 lb

(135 kg)300 lb

(275 kg)600 lb

(230 kg)500 lb

(230 kg)500 lb

(230 kg)500 lb

(2410 kg)5300 lb

(2410 kg)5300 lb

(910 kg)2000 lb

(910 kg)2000 lb

(275 kg)600 lb

(275 kg)600 lb

(2730 kg)6000 lb

(2730 kg)6000 lb

(1273 kg)2800 lb

(1273 kg)2800 lb

(230 kg)500 lb

(275 kg)600 lb

(275 kg)600 lb

(275 kg)600 lb

(115 kg)250 lb

(115 kg)250 lb

(135 kg)300 lb

(135 kg)300 lb

(115 kg)250 lb

(115 kg)250 lb

9'-5"[ 2.86m ]

9'-5"[ 2.86m ]

9'-1"[ 2.78m ]

38'-1"[ 11.61m ]

3'-1"[ 0.95m ]

18'-0"[ 5.50m ]

(910 kg)2000 lb

(910 kg)2000 lb

1'-6"[ 0.46m ]

9'-1"[ 2.77m ]

9'-11"[ 3.02m ]

9'-10"[ 3.00m ]

7'-8"[ 2.33m ]

8'-4"[ 2.55m ]

9'-1"[ 2.77m ]

8'-4"[ 2.55m ]

10'-4"[ 3.16m ]

6'-8"[ 2.04m ]

Floor stabilizers, extension and levelling jacks.



Dead load ground suppport

FLOOR STABILIZERS, EXTENSIONS AND LEVELLING JACKS




39'-2''

[ 11.94m ]

40'-0'' [ 12.20m ]

64'-0'' [ 19.50m ]

39'-2''

[ 11.94m ]

64'-0'' [ 19.50m ]

43'-2''

[ 13.16m ]

64'-0'' [ 19.50m ]

39'-2''

[ 11.94m ]

STANDARD CONFIGURATIONS EXTENDED CONFIGURATIONS



extension platform layouts

PLATFORM 4�-0�x 8�-0� [ 1.22m x 2.44m ]






RIGGING PLAN 1/4

A thorough understanding of the inter-related loadings shown in this rigging plan is needed in order to safely use this mobile stage roof and take full advantage of the many rigging opportunities it offers.This mobile stage roof offers a variety of rigging options with regard to load capacity, placement and type.

There are rigging pipes, trusses, roof rigging points and side overhang rigging beams.

This rigging plan locates and defines these rigging features, includes load capacity for each and describes maximum combinations of loads amongst features.

Take note of exclusions, maximum sub-totals in a group, load balance requirements, maximum lifting capacity of roof and maximum rigging load on roof.

The maximum load on the roof is less than the sum of the maximum load on each rigging feature.

Refer to Operator’s Manual for procedures in regards to proper setup and setup methods of the stage and its options.

The information contained in the current document are final and must be considered as such. They are derived from design briefs and summerized to help the user plan rigging configurations safely. It is therefore mandatory that the user follows and respects the capabilities and limitations described herein. Overloading of stage components above their specified capacity may result in structural failure, equipment damage, injury or death. Stageline cannot be held responsable if the user, himself or subcontractors under his supervision, derogate from this document and/or the approved rigging plan. If a desired configuration cannot meet these requirements, the user must contact Stageline to analyse the case and obtain further instructions. Special restrictions and limitations may apply.

Certain authorities may require that a rig configuration plan, signed and sealed by a recognized member of a professionnal body, be available to allow the stage to be setup on their territory. This document was not intended to and cannot be used or considered as an official document or certificate to serve this purpose. Contact responsible authorities or Stageline for details.

unit 271 & under






RIGGING PLAN 2/4

0''

0,00m

-1

0'-7

"

3.2

2m

-1

5'-1

0"

4.8

2m

-1

8'-6

"

5.6

3m

-2

1'-1

"

6.4

4m

-2

4'-1

"

7.3

4m

-2

7'-2

"

8.2

8m

1

0'-7

"

3.2

2m

1

5'-1

0"

4.8

2m

1

8'-6

"

5.6

3m

2

1'-1

"

6.4

4m

2

4'-1

"

7.3

4m

2

7'-2

"

8.2

8m

-8''

0.21m

3'-4"

1.01m

6'-0"

1.83m

10'-11"

3.32m

17'-7"

5.36m

19'-7"

5.97m

21'-5"

6.52m

28'-1"

8.57m

30'-0"

9.15m

33'-0"

10.06m

37'-2"

11.33m

38'-9"

11.82m

40'-0"

12.19m

P11

P11

T3

P13

T2

P10

T1

P10

T1

P10

P10

T2

T3

{

P11'

} { {

P12*

P11

P7P7'

P1' P2' P3' P4' P5 P4 P3 P2 P1

P6' P6' P7'

TWIN SET

P8' P9 P8 P8 P7

P12*

P6 P6

TWIN SET TWIN SET}

TWIN

SET

TWIN

SET

P7

P11

P11 P11

P11

L' M' N' LMN P15P15'

P7'

P12' P12

P10' P10

P10' P10 P10

P10

P10

P10

P10'

P10'

P10

P10

P11'

P8'

P11

SET

P13

CL

TWIN

TRUSS T3

TRUSS T3

TRUSS T2

TRUSS T2

P12*P12*

P13'

}

TRUSS T1

TRUSS T1

{TWIN SET

RIGGING BEAM

ROOF

FLOOR

Rigging Restrictions:• MAXIMUM LOAD BEARING CAPACITY: 16 000 lb (7 257 kg).

All corner posts must be installed and pinned, and telescopic columns pinned and secured.

• Once corner posts and sound wing posts are installed, total load of P12s to P15 and zones L, M and N must not exceed 3000 lb (1360 kg) when banners are installed. Capacity can be increased to 4000 lb (1814 kg) when banners are not installed.

• Do not rig on T3 trusses.

• Capacity of downstage P12* must take into account loads of points P13 to P15 and zones L, M and N.

• Capacity of T1 and T2 trusses must take into account loads on rigging beams.

• Do not load more than 1000 lb (454 kg) on each twin set of P10 in upstage roof panel.

• Do not load more than 500 lb (227 kg) on each twin set of P11.

• Do not load P11s when upstage windwalls are installed.

• On any given beam, only one rigging point may be used at a time, i.e. it is not allowed to rig multiple points simultaneously.

• Upstage P12*s cannot exceed 1000 lb (454 kg) when windwalls are installed.

Lifting restrictions• MAXIMUM LIFTING CAPACITY IS 2000 lb (907 kg).

• Maximum asymmetric load difference between front and rear of stage is 1200 lb (544 kg). This includes loads on T1 trusses.

• Load must be symmetrically distributed between right and left side of stage.

Notes:Outside square tube rigging bar for lower chord of all trusses is 2’’ (5 cm).

unit 271 & under






RIGGING PLAN 3/4

0

2'-8"

0.8

0m

7'-11"

2.4

0m

13'-1"

4.0

0m

18'-4"

5.5

9m

2'-8"

0.8

0m

13'-1"

4.0

0m

7'-11"

2.4

0m

18'-4"

5.5

9m

0 16'-11"

5.1

6m

1.2

0m

3'-11"

1.9

9m

6'-7"

19'-6"

5.9

4m

4.3

9m

14'-5"

5.1

6m

16'-11"

5.9

4m

19'-6"

1.2

0m

3'-11"

1.9

9m

6'-7"

3.2

2m

10'-7"

4.3

9m

14'-5"

10'-7"

3.2

2m

Truss T1

2'-2"

0.6

5m

P5 P4 P3 P2

Truss T2

P6' P6' P7' P7' P8' P8' P9 P8P8 P7 P7 P6 P6

P1' P2' P3' P4' P1

1'-4"

0.4

1m

0

2'-8"

0.8

0m

7'-11"

2.4

0m

13'-1"

4.0

0m

18'-4"

5.5

9m

2'-8"

0.8

0m

13'-1"

4.0

0m

7'-11"

2.4

0m

18'-4"

5.5

9m

0 16'-11"

5.1

6m

1.2

0m

3'-11"

1.9

9m

6'-7"

19'-6"

5.9

4m

4.3

9m

14'-5"

5.1

6m

16'-11"

5.9

4m

19'-6"

1.2

0m

3'-11"

1.9

9m

6'-7"

3.2

2m

10'-7"

4.3

9m

14'-5"

10'-7"

3.2

2m

Truss T1

2'-2"

0.6

5m

P5 P4 P3 P2

Truss T2

P6' P6' P7' P7' P8' P8' P9 P8P8 P7 P7 P6 P6

P1' P2' P3' P4' P1

1'-4"

0.4

1m

* * Valid for symetric loads only. In other cases, contact Stageline for assistance.

+

Load P1Capacity P1

Load P2Capacity P2

Load P3Capacity P3

Load P4Capacity P4

Load P5Capacity P5+ + + + < 1.00Truss T1* * :

Load P6Capacity P6

Load P7Capacity P7

Load P8Capacity P8

Load P9Capacity P9+ + + < 1.00Truss T2* * :

MAXIMUM LOAD CAPACITY

Point No. Lbs Kg Point No. Lbs Kg

P1, P2 1500 680 P11 500 227

P3 1200 544 P12, P12 * 2000 907

P4, P5 700 318 P13 1000 454

P6 1000 454 P15 4000 1815

P7 650 295 Zone L 2000 907

P8, P9 400 182 Zone M 1000 454

P10 1000 454 Zone N 500 227

weight-loading-at-points1.png (Image PNG, 794 × 1123 pixels) - Redime... http://www.hirehop.co.uk/blog/wp-content/uploads/sites/4/2013/09/weigh...

1 sur 1 2015-11-05 11:49

UDL CHART

unit 271 & under






0

2'-8"

0.8

0m

7'-11"

2.4

0m

13'-1"

4.0

0m

18'-4"

5.5

9m

2'-8"

0.8

0m

13'-1"

4.0

0m

7'-11"

2.4

0m

18'-4"

5.5

9m

0 16'-11"

5.1

6m

1.2

0m

3'-11"

1.9

9m

6'-7"

19'-6"

5.9

4m

4.3

9m

14'-5"

5.1

6m

16'-11"

5.9

4m

19'-6"

1.2

0m

3'-11"

1.9

9m

6'-7"

3.2

2m

10'-7"

4.3

9m

14'-5"

10'-7"

3.2

2m

Truss T1

2'-2"

0.6

5m

P5 P4 P3 P2

Truss T2

P6' P6' P7' P7' P8' P8' P9 P8P8 P7 P7 P6 P6

P1' P2' P3' P4' P1

1'-4"

0.4

1m

When calculating the load on A SL320 truss, use following method.Each truss in the roof must be visualized as 2 trusses put together that share a center point.

Example: T2 on a SL320. Points from left to right are P6’, P7’, P8’, P9, P8, P7, P6. We will only verify loads on 1 side of the truss, Meaning P6 thru P9.

Calculation example #1: 1 lighting truss on 2 motors, total uniformly distributed weight of the truss is 1500lbs. Each motor will be hung from the P6 points. - 0.50 x 1500 (50% of weight, see UDL chart) / 1000 (the capacity of the P6 on the T2 truss) = 0.75 - 0.75 = 75 %, as 1.00 would equal 100 %.

So the T2 truss is at 75 % of its total capacity.

Calculation example #2:1 lighting truss on 3 motors, total uniformly distributed weight of the truss is 1500lbs. The motors will be hung from P6’, P9, P6. - P6

0.19 x 1500 (19% of weight, see UDL chart) / 1000 (capacity P6) = 0.29, so this one point will use 29 % of the truss capacity.

- P9 0.62 x 1500 (62% of weight, see UDL chart) / 400 (capacity P9)

= 2.33, 233 % of truss capacity.

Now that we have the loads for both points, we add them together to determine the total load on the truss.

0.29 + 2.33 = 2.62 So the T2 truss is at 262 % of its total capacity.

Calculation example #3:1 lighting truss on 2 motors, total uniformly distributed weight of the truss is 1200lbs. The motors will be hung from L’ and L on the downstage rigging beam. Also, a 3000lbs line array will be rigged at each P15 point. - L

0.50 x 1200 (50% of truss weight on right side) = 600lbs. 0.75 x 600 (75% of weight on stage right P12*) = 450lbs. 0.25 x 600 (25% of weight on stage right P11) = 150lbs.

- P15 0.50 x 3000 (50% of weight on stage right P12*) = 1500lbs

Now that we have the loads for both points, we add them together to determine total load on P12*.

(450 + 1500)/2000 (P12* capacity) = 0.98 So the P12* point is at 98 % of its total capacity.

RIGGING PLAN 4/4 unit 271 & under






A thorough understanding of the inter-related loadings shown in this rigging plan is needed in order to safely use this mobile stage roof and take full advantage of the many rigging opportunities it offers.This mobile stage roof offers a variety of rigging options with regard to load capacity, placement and type.

There are rigging pipes, trusses, roof rigging points and side overhang rigging beams.

This rigging plan locates and defines these rigging features, includes load capacity for each and describes maximum combinations of loads amongst features.

Take note of exclusions, maximum sub-totals in a group, load balance requirements, maximum lifting capacity of roof and maximum rigging load on roof.

The maximum load on the roof is less than the sum of the maximum load on each rigging feature.

Refer to Operator’s Manual for procedures in regards to proper setup and setup methods of the stage and its options.

RIGGING PLAN 1/4

The information contained in the current document are final and must be considered as such. They are derived from design briefs and summerized to help the user plan rigging configurations safely. It is therefore mandatory that the user follows and respects the capabilities and limitations described herein. Overloading of stage components above their specified capacity may result in structural failure, equipment damage, injury or death. Stageline cannot be held responsable if the user, himself or subcontractors under his supervision, derogate from this document and/or the approved rigging plan. If a desired configuration cannot meet these requirements, the user must contact Stageline to analyse the case and obtain further instructions. Special restrictions and limitations may apply.

Certain authorities may require that a rig configuration plan, signed and sealed by a recognized member of a professionnal body, be available to allow the stage to be setup on their territory. This document was not intended to and cannot be used or considered as an official document or certificate to serve this purpose. Contact responsible authorities or Stageline for details.

unit 272 & up






0''

0,00m

-1

0'-7

"

3.2

2m

-1

5'-1

0"

4.8

2m

-1

8'-6

"

5.6

3m

-2

1'-1

"

6.4

4m

-2

4'-1

"

7.3

4m

-2

7'-2

"

8.2

8m

1

0'-7

"

3.2

2m

1

5'-1

0"

4.8

2m

1

8'-6

"

5.6

3m

2

1'-1

"

6.4

4m

2

4'-1

"

7.3

4m

2

7'-2

"

8.2

8m

-8''

0.21m

3'-4"

1.01m

6'-0"

1.83m

10'-11"

3.32m

17'-7"

5.36m

19'-7"

5.97m

21'-5"

6.52m

28'-1"

8.57m

30'-0"

9.15m

33'-0"

10.06m

37'-2"

11.33m

38'-9"

11.82m

40'-0"

12.19m

P11

P11

T3

P13

T2

P10

T1

P10

T1

P10

P10

T2

T3

{

P11'

} { {

P12*

P11

P7P7'

P1' P2' P3' P4' P5 P4 P3 P2 P1

P6' P6' P7'

TWIN SET

P8' P9 P8 P8 P7

P12*

P6 P6

TWIN SET TWIN SET}

TWIN

SET

TWIN

SET

P7

P11

P11 P11

P11

L' M' N' LMN P15P15'

P7'

P12' P12

P10' P10

P10' P10 P10

P10

P10

P10

P10'

P10'

P10

P10

P11'

P8'

P11

SET

P13

CL

TWIN

TRUSS T3

TRUSS T3

TRUSS T2

TRUSS T2

P12*P12*

P13'

}

TRUSS T1

TRUSS T1

{TWIN SET

RIGGING BEAM

RIGGING PLAN 2/4

ROOF

FLOOR

Rigging Restrictions:• MAXIMUM LOAD BEARING CAPACITY: 26 000 lb (11 793 kg).

All corner posts must be installed and pinned, and telescopic columns pinned and secured.

• Once corner posts and sound wing posts are installed, total load of P12s to P15 and zones L, M and N must not exceed 3000 lb (1360 kg) when banners are installed. Capacity can be increased to 4000 lb (1814 kg) when banners are not installed.

• Do not rig on T3 trusses.

• Capacity of downstage P12* must take into account loads of points P13 to P15 and zones L, M and N.

• Capacity of T1 and T2 trusses must take into account loads on rigging beams.

• Do not load more than 1000 lb (454 kg) on each twin set of P10 in upstage roof panel.

• Do not load more than 500 lb (227 kg) on each twin set of P11.

• Do not load P11s when upstage windwalls are installed.

• On any given beam, only one rigging point may be used at a time, i.e. it is not allowed to rig multiple points simultaneously.

• Upstage P12*s cannot exceed 1000 lb (454 kg) when windwalls are installed.

Lifting restrictions• MAXIMUM LIFTING CAPACITY IS 2000 lb (907 kg).

• Maximum asymmetric load difference between front and rear of stage is 1200 lb (544 kg). This includes loads on T1 trusses.

• Load must be symmetrically distributed between right and left side of stage.

Notes:Outside square tube rigging bar for lower chord of all trusses is 2’’ (5 cm).

unit 272 & up






0

2'-8"

0.8

0m

7'-11"

2.4

0m

13'-1"

4.0

0m

18'-4"

5.5

9m

2'-8"

0.8

0m

13'-1"

4.0

0m

7'-11"

2.4

0m

18'-4"

5.5

9m

0 16'-11"

5.1

6m

1.2

0m

3'-11"

1.9

9m

6'-7"

19'-6"

5.9

4m

4.3

9m

14'-5"

5.1

6m

16'-11"

5.9

4m

19'-6"

1.2

0m

3'-11"

1.9

9m

6'-7"

3.2

2m

10'-7"

4.3

9m

14'-5"

10'-7"

3.2

2m

Truss T1

2'-2"

0.6

5m

P5 P4 P3 P2

Truss T2

P6' P6' P7' P7' P8' P8' P9 P8P8 P7 P7 P6 P6

P1' P2' P3' P4' P1

1'-4"

0.4

1m

0

2'-8"

0.8

0m

7'-11"

2.4

0m

13'-1"

4.0

0m

18'-4"

5.5

9m

2'-8"

0.8

0m

13'-1"

4.0

0m

7'-11"

2.4

0m

18'-4"

5.5

9m

0 16'-11"

5.1

6m

1.2

0m

3'-11"

1.9

9m

6'-7"

19'-6"

5.9

4m

4.3

9m

14'-5"

5.1

6m

16'-11"

5.9

4m

19'-6"

1.2

0m

3'-11"

1.9

9m

6'-7"

3.2

2m

10'-7"

4.3

9m

14'-5"

10'-7"

3.2

2m

Truss T1

2'-2"

0.6

5m

P5 P4 P3 P2

Truss T2

P6' P6' P7' P7' P8' P8' P9 P8P8 P7 P7 P6 P6

P1' P2' P3' P4' P1

1'-4"

0.4

1m

RIGGING PLAn 3/4

+

Load P1Capacity P1

Load P2Capacity P2

Load P3Capacity P3

Load P4Capacity P4

Load P5Capacity P5+ + + + < 1.00Truss T1* * :

Load P6Capacity P6

Load P7Capacity P7

Load P8Capacity P8

Load P9Capacity P9+ + + < 1.00Truss T2* * :

weight-loading-at-points1.png (Image PNG, 794 × 1123 pixels) - Redime... http://www.hirehop.co.uk/blog/wp-content/uploads/sites/4/2013/09/weigh...

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UDL CHART

* * Valid for symetric loads only. In other cases, contact Stageline for assistance.

MAXIMUM LOAD CAPACITY

Point No. Lbs Kg Point No. Lbs Kg

P1, P2 1500 680 P11 500 227

P3 1200 544 P12, P12 * 2000 907

P4, P5 700 318 P13, P15 4000 1815

P6 1000 454 Zone L 2000 907

P7 650 295 Zone M 1000 454

P8, P9 400 182 Zone N 500 227

P10 1000 454

unit 272 & up






0

2'-8"

0.8

0m

7'-11"

2.4

0m

13'-1"

4.0

0m

18'-4"

5.5

9m

2'-8"

0.8

0m

13'-1"

4.0

0m

7'-11"

2.4

0m

18'-4"

5.5

9m

0 16'-11"

5.1

6m

1.2

0m

3'-11"

1.9

9m

6'-7"

19'-6"

5.9

4m

4.3

9m

14'-5"

5.1

6m

16'-11"

5.9

4m

19'-6"

1.2

0m

3'-11"

1.9

9m

6'-7"

3.2

2m

10'-7"

4.3

9m

14'-5"

10'-7"

3.2

2m

Truss T1

2'-2"

0.6

5m

P5 P4 P3 P2

Truss T2

P6' P6' P7' P7' P8' P8' P9 P8P8 P7 P7 P6 P6

P1' P2' P3' P4' P1

1'-4"

0.4

1m

When calculating the load on A SL320 truss, use following method.Each truss in the roof must be visualized as 2 trusses put together that share a center point.

Example: T2 on a SL320. Points from left to right are P6’, P7’, P8’, P9, P8, P7, P6. We will only verify loads on 1 side of the truss, Meaning P6 thru P9.

Calculation example #1: 1 lighting truss on 2 motors, total uniformly distributed weight of the truss is 1500lbs. Each motor will be hung from the P6 points. - 0.50 x 1500 (50% of weight, see UDL chart) / 1000 (the capacity of the P6 on the T2 truss) = 0.75 - 0.75 = 75 %, as 1.00 would equal 100 %.

So the T2 truss is at 75 % of its total capacity.

Calculation example #2:1 lighting truss on 3 motors, total uniformly distributed weight of the truss is 1500lbs. The motors will be hung from P6’, P9, P6. - P6

0.19 x 1500 (19% of weight, see UDL chart) / 1000 (capacity P6) = 0.29, so this one point will use 29 % of the truss capacity.

- P9 0.62 x 1500 (62% of weight, see UDL chart) / 400 (capacity P9)

= 2.33, 233 % of truss capacity.

Now that we have the loads for both points, we add them together to determine the total load on the truss.

0.29 + 2.33 = 2.62 So the T2 truss is at 262 % of its total capacity.

Calculation example #3:1 lighting truss on 2 motors, total uniformly distributed weight of the truss is 1200lbs. The motors will be hung from L’ and L on the downstage rigging beam. Also, a 3000lbs line array will be rigged at each P15 point. - L

0.50 x 1200 (50% of truss weight on right side) = 600lbs. 0.75 x 600 (75% of weight on stage right P12*) = 450lbs. 0.25 x 600 (25% of weight on stage right P11) = 150lbs.

- P15 0.50 x 3000 (50% of weight on stage right P12*) = 1500lbs

Now that we have the loads for both points, we add them together to determine total load on P12*.

(450 + 1500)/2000 (P12* capacity) = 0.98 So the P12* point is at 98 % of its total capacity.

RIGGING PLAn 4/4 unit 272 & up

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