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ConfidentialAuthor: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 1 of 12
3D Bolt Group
.1.1 Applied Loads
Load Case
lb lb lb inlb inlb inlb
[1] 7814 48434
[2] 48434
[3] 38747
[4] 24600 -16145
[5] -16145
[6] 65100 19374
[7] 32550 19374
[8] 16145
[9] -16145
[10] 7814 * 9686.8005[11][12][13]
[14]
[15][16]
[17]
.1.2 Point of load application
x = 153.600 in
y = 0.000 in
z = 94.800 in
Mass = 6457.867 lbs
Tmax = 21700 lbs
Tcmin = 5209 lbs
Tcmax = 16400 lbs
Tr = 10850 lbs
Px Py Pz Mx My Mz
ConfidentialGyroscopic torque @ 1.0 Rad/sec = 260977 in-lbsEngine Seizure Torque = 573344 in-lbs
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 2 of 12
3D Bolt Group.1.3 Location of Reaction Points
Attachment x y z Effectivitymm mm mm
1 121.103 -19.638 108.215 1 0 12 121.103 19.638 108.165 1 1 13 195.582 0.000 117.813 0 1 14 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.1 Load Reaction Points
KX KY KZ
The reactions at these attachment points for the load cases defined on the previous page will be calculated using a 3-D bolt group method that assumes a rigid installation with load, but no moment, reacted at the individual attachment locations.
Confidential
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 3 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Reactions at attachment points for load Case [1]
Attachment X Load Y Load Z Load(N) (N) (N)
1 3,904 0 12,9482 3,909 -1 12,9483 0 1 22,5384 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.2 Loads at Firewall Attachments, Load Case [1],
The reactions at these attachment points for the load cases defined on the previous page will be calculated using a 3-D bolt group method that assumes a rigid installation with load, but no moment, reacted at the individual attachment locations.
Confidential
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 4 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Limit Reactions at attachment points for load Case [2]
Attachment X Load Y Load Z Load(N) (N) (N)
1 -2 0 13,6502 2 -1 13,6513 0 1 21,1334 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.3 Loads at Firewall Attachments, Load Case [2],
Confidential
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 5 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Limit Reactions at attachment points for load Case [3]
Attachment X Load Y Load Z Load(N) (N) (N)
1 -2 0 10,9202 2 -1 10,9213 0 1 16,9064 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.4 Loads at Firewall Attachments, Load Case [3],
ConfidentialLoads at Firewall Attachments, Load Case [3],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 6 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Limit Reactions at attachment points for load Case [4]
Attachment X Load Y Load Z Load(N) (N) (N)
1 12,299 0 -6,7622 12,301 -1 -6,7613 0 1 -2,6224 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
ConfidentialTable: .1.5 Loads at Firewall Attachments, Load Case [4],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 7 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Limit Reactions at attachment points for load Case [5]
Attachment X Load Y Load Z Load(N) (N) (N)
1 1 0 -4,5502 -1 0 -4,5503 0 0 -7,0444 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 0
Confidential28 0 0 029 0 0 0
Table: .1.6 Loads at Firewall Attachments, Load Case [5],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 8 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Limit Reactions at attachment points for load Case [6]
Attachment X Load Y Load Z Load(N) (N) (N)
1 32,545 0 -3922 32,555 -3 -3913 0 3 20,1574 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 0
Confidential26 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.7 Loads at Firewall Attachments, Load Case [6],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 9 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Limit Reactions at attachment points for load Case [7]
Attachment X Load Y Load Z Load(N) (N) (N)
1 16,272 0 2,5342 16,278 -2 2,5353 0 2 14,3054 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 0
Confidential24 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.8 Loads at Firewall Attachments, Load Case [7],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 10 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Limit Reactions at attachment points for load Case [8]
Attachment X Load Y Load Z Load(N) (N) (N)
1 304 0 -7,1852 -304 9,261 7,1853 0 6,884 04 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 0
Confidential22 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.9 Loads at Firewall Attachments, Load Case [8],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 11 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Limit Reactions at attachment points for load Case [9]
Attachment X Load Y Load Z Load(N) (N) (N)
1 -304 0 7,1852 304 -9,261 -7,1853 0 -6,884 04 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 0
Confidential21 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.10 Loads at Firewall Attachments, Load Case [9],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 12 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Ultimate Reactions at attachment points for load Case [10]
Attachment X Load Y Load Z Load(N) (N) (N)
1 3,906 0 2,0282 3,908 0 2,0283 0 0 5,6314 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 0
Confidential19 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.11 Loads at Firewall Attachments, Load Case [10],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 13 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Ultimate Reactions at attachment points for load Case [11]
Attachment X Load Y Load Z Load(N) (N) (N)
1 0 0 02 0 0 03 0 0 04 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 0
Confidential17 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.12 Loads at Firewall Attachments, Load Case [11],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 14 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Ultimate Reactions at attachment points for load Case [12]
Attachment X Load Y Load Z Load(N) (N) (N)
1 0 0 02 0 0 03 0 0 04 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 0
Confidential14 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.13 Loads at Firewall Attachments, Load Case [12],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 15 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Ultimate Reactions at attachment points for load Case [13]
Attachment X Load Y Load Z Load(N) (N) (N)
1 0 0 02 0 0 03 0 0 04 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 0
Confidential12 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.14 Loads at Firewall Attachments, Load Case [13],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 16 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Ultimate Reactions at attachment points for load Case [14]
Attachment X Load Y Load Z Load(N) (N) (N)
1 0 0 02 0 0 03 0 0 04 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
Confidential10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.15 Loads at Firewall Attachments, Load Case [14],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 17 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Ultimate Reactions at attachment points for load Case [15]
Attachment X Load Y Load Z Load(N) (N) (N)
1 0 0 02 0 0 03 0 0 04 0 0 05 0 0 06 0 0 07 0 0 0
Confidential8 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.16 Loads at Firewall Attachments, Load Case [15],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 18 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Ultimate Reactions at attachment points for load Case [16]
Attachment X Load Y Load Z Load(N) (N) (N)
1 0 0 02 0 0 03 0 0 04 0 0 05 0 0 0
Confidential6 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.17 Loads at Firewall Attachments, Load Case [16],
Author: R. Abbott Document Number: AA-SM-004-002Check: Revision Level : A
Date: Dec-09 Page: 19 of 12
3D Bolt Group.1.3 Loads at Attachment Points (continued)
Ultimate Reactions at attachment points for load Case [17]
Attachment X Load Y Load Z Load(N) (N) (N)
1 0 0 02 0 0 03 0 0 0
Confidential4 0 0 05 0 0 06 0 0 07 0 0 08 0 0 09 0 0 0
10 0 0 011 0 0 012 0 0 013 0 0 014 0 0 015 0 0 016 0 0 017 0 0 018 0 0 019 0 0 020 0 0 021 0 0 022 0 0 023 0 0 024 0 0 025 0 0 026 0 0 027 0 0 028 0 0 029 0 0 0
Table: .1.18 Loads at Firewall Attachments, Load Case [17],
