Aztec Tents Tidewater Sailcloth Tents, Руководство по эксплуатации продукта

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Tidewater ® Engineering Specifi cations
Design Criteria:
Code: ASCE 7-10
Wind Speed: Varies according to specifi cations below
Exposure: Category C (Open Terrain)
Mean Recurrence Interval (MRI): 2Years
Building Category: II
Notes:
The following loading for suspended equipment has been included within the calculations. Maximum hanging load per
leg is 50lbs, and maximum hanging load per centerpole is 200lbs.
All analysis and reactions below have been completed assuming the tent is completely walled.
External Guys to be installed at distance of 12” less than the height of the side pole
Tent is not engineered for snow or live loading.
Recommended Factor of Safety for edge post tieback guys: 3.0 times the maximum design tension. Loadings shown are
per location. Loadings can be resisted with multiple tieback guys to attain acceptable working load value per strap/guy.
A Factor of Safety of 2.0 times the design load has been used for the pull out tension in lbs that the anchoring devices
must resist in the direction of the load. Ensure that the anchors installed are adequate to resist pull out loads show on the
diagram. Actual testing of some individual anchors to 75% of the anchor pull-out load is recommended.
Each component of the Tent should be inspected at the beginning and the end of each installation for visual signs of
damage by the installer. All damaged materials should be repaired or replaced immediately.
Tidewater ® Load Summary- 20’ Width
UPLIFT
SHEAR
BEARING LOAD
OUT OF PLANE
SHEAR
IN PLANE
SHEAR
TENSION
UPLIFT
SAMPLE
ACTUAL LOAD VALUE
MINIMUM DESIGN LOAD
FOR ANCHORING SYSTEM*
* MINIMUM DESIGN LOAD FOR
ANCHORING SYSTEM IS CALCULATED
USING A FACTOR OF SAFETY = 2.0. SOME
FIXED MECHANICAL ANCHORS HAVING
ULTIMATE LOADS IN EXCESS OF THIS
SPECIFIED LOAD CAN BE USED, BUT
THOSE ANCHORS MUST ALSO HAVE
ALLOWABLE/ WORKING LOADS GREATER
THAN ACTUAL LOAD VALUE.
HD Pole Design-
140mph wind speed reduced to 95mph effective wind speed
Sidepole- 2.0”SCH40 6061-T6 Aluminum
Center pole- 4.0” SCH40 6061-T6 Aluminum
3963
11888
2895
16370
2705
5951
2259
4969
1027
12259
588
1293
648
1426
UPLIFT
SHEAR
BEARING LOAD
OUT OF PLANE
SHEAR
IN PLANE
SHEAR
TENSION
UPLIFT
SAMPLE
ACTUAL LOAD VALUE
MINIMUM DESIGN LOAD
FOR ANCHORING SYSTEM*
* MINIMUM DESIGN LOAD FOR
ANCHORING SYSTEM IS CALCULATED
USING A FACTOR OF SAFETY = 2.0. SOME
FIXED MECHANICAL ANCHORS HAVING
ULTIMATE LOADS IN EXCESS OF THIS
SPECIFIED LOAD CAN BE USED, BUT
THOSE ANCHORS MUST ALSO HAVE
ALLOWABLE/ WORKING LOADS GREATER
THAN ACTUAL LOAD VALUE.
LD Pole Design-
115mph wind speed reduced to 78mph effective wind speed
Sidepole- 2.5”OD x 0.083” wall 6061-T6 Aluminum
Center pole- 4.0” OD x 0.125” wall 6061-T6 Aluminum
3502
10505
2576
5668
2371
5216
1973
4340
587
1291
420
924
471
1036