Aztec Tents Tidewater Sailcloth Tents, Product Manual

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Tidewater ® Load Summary- 57’ 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
5254
15761
3761
8274
3668
8069
3098
6816
1912
4206
1704
3750
442
972
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” SCH40 6061-T6 Aluminum
4423
13270
2870
6313
2678
5892
2182
4801
2862
6296
2670
5874
1951
4292
Tidewater ® Load Summary- 59’ 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-
115mph wind speed reduced to 78mph effective wind speed
Sidepole- 2.0”SCH40 6061-T6 Aluminum
Center pole- 4.0” SCH40 6061-T6 Aluminum
3689
11068
2707
5956
2506
5512
1886
14148
803
1766
384
845
391
859
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-
95mph wind speed reduced to 65mph 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
2947
8842
2187
4811
1975
4345
1533
3373
432
950
275
605
302
665
Tidewater
®
Load Summary- 81’ 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- 2.5”SCH40 6061-T6 Aluminum
Center pole- 6.0” SCH40 6061-T6 Aluminum
4254
12761
2677
5888
2474
5442
4152
9133
3098
6815
2921
6426
2451
5393