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HomeMy WebLinkAboutAPPROVED Antenna Mount Analysis Reoprt TES Project Number: 104178        Page 1                                                      March 17, 2021  Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038   Antenna Mount Analysis Report    Existing 300‐Ft Rohn Guyed Tower  Customer Name: SBA Communications Corp  Customer Site Number: FL10049‐A‐SBA  Customer Site Name: Midway Road  Carrier Name: T‐Mobile (App#: 150114, V#1)  Carrier Site ID / Name: A2P0038B / Midway Road  Site Location: 375 E. Midway Road   Fort Pierce, Florida  Saint Lucie County  Latitude: 27.373699  Longitude: ‐80.322441              Analysis Result:  Max Structural Usage: 79.7% [Pass]  Report Prepared By:   Saroj Dangol  NOTE: The proposed (3) SitePro VFA12‐HD with (12) P3096 mounts are not currently installed on the tower. The proposed mounts were  assumed to be installed per the manufacturer’s instructions, and it is assumed that they can be installed properly on the tower. TES cannot  verify that the proposed mounts will fit properly and is not liable for any fit‐up issues during installation.  3/17/2021 TES Project Number: 104178        Page 1                                                      March 17, 2021  Phone (972) 483-0607, Fax (972) 975-9615 1320 Greenway Drive, Suite 600, Irving, Texas 75038   Antenna Mount Analysis Report    Existing 300‐Ft Rohn Guyed Tower  Customer Name: SBA Communications Corp  Customer Site Number: FL10049‐A‐SBA  Customer Site Name: Midway Road  Carrier Name: T‐Mobile (App#: 150114, V#1)  Carrier Site ID / Name: A2P0038B / Midway Road  Site Location: 375 E. Midway Road   Fort Pierce, Florida  Saint Lucie County  Latitude: 27.373699  Longitude: ‐80.322441              Analysis Result:  Max Structural Usage: 79.7% [Pass]  Report Prepared By:   Saroj Dangol  NOTE: The proposed (3) SitePro VFA12‐HD with (12) P3096 mounts are not currently installed on the tower. The proposed mounts were  assumed to be installed per the manufacturer’s instructions, and it is assumed that they can be installed properly on the tower. TES cannot  verify that the proposed mounts will fit properly and is not liable for any fit‐up issues during installation.  TES Project Number: 104178   Page 2    March 17, 2021  Introduction  The purpose of this report is to summarize the analysis results on the (3) Proposed Site Pro VFA12‐HD with (12) P3096  at 256.00’ elevation to support the proposed antenna configuration. Any modification listed under Sources of  Information was assumed completed and was included in this analysis.  Sources of Information  Mount Drawings Mount info from SBA Application #: 150114, v1 [Site Pro VFA12‐HD‐S]  Antenna Loading    SBA Application #: 150114, v1 dated 03/11/2021  Modification Drawings N/A  Analysis Criteria  Wind Speed Used in the Analysis: 160 mph (3‐Sec. Gust) (Ultimate Wind Speed)  Wind Speed with Ice: 30 mph (3‐Sec. Gust) with 0” radial ice concurrent  Service Load Wind Speed: 30 mph +0” Radial ice  Standard/Codes: ANSI/TIA/EIA 222‐H / 2018 IBC / Florida Building Code, 7th Edition (2020) Exposure Category: C  Risk Category: II  Topographic Category: 1  Crest Height (Ft): 0  Ground Elevation Factor: 1.000  The site is a Risk Category II structure per IBC Table 1604.5. This site does not support emergency communication  equipment for first responders such as fire departments, police, hospitals, ambulance services or any of the  facilities listed for Risk Categories III and IV. The scope of work detailed in this structural analysis does not include  items that are a part of emergency service as the 911 or essential facility service of an emergency response system.  Mount Information  (3)Proposed Site Pro VFA12‐HD with (12) P3096 at 256.00’ elevation Final Antenna Configuration  3 CellMax CMA‐BDHH/6520/E0‐8  3 Commscope FFVV‐65C‐R3‐V1  3 Ericsson AIR6449  3 RFS ATMAA1412D‐1A20 TMA  3 Ericsson 4480  3 Ericsson 4460  1 Raycap ASU9338TYP01*  *Equipment to be flush mounted directly to the Standoff Arm and is not show in the placement diagram. In addition to the proposed equipment loading, a 500 lb serviceability load was also considered in this  analysis in accordance with TIA requirements.  TES Project Number: 104178        Page 3                                                      March 17, 2021    Analysis Results    Our calculations have determined that under design wind load the proposed mounts will be structurally adequate  to support the proposed antenna configuration. The maximum structural usage is 79.7%, which occurs in the  mount pipe.  The proposed equipment must be installed as stipulated in the Final Antenna Configuration section  of this report. The analysis results are void if the proposed equipment is not installed in accordance with this  report.   NOTE: The proposed (3) SitePro VFA12‐HD with (12) P3096 mounts are not currently installed on the tower. The  proposed mounts were assumed to be installed per the manufacturer’s instructions, and it is assumed that they  can be installed properly on the tower. TES cannot verify that the proposed mounts will fit properly and is not  liable for any fit‐up issues during installation.  Attachments    1. Mount Drawing  2. Antenna Placement Diagram  3. Analysis Calculations     TES Project Number: 104178        Page 4                                                      March 17, 2021  Standard Conditions      1. The loading configuration as analyzed in this report is as provided from the customer.  Any deviation from this  design shall be communicated to TES to verify deviation will not adversely impact the analysis.    2. The analysis is based on the presumption that the antenna mount members and components along with any  existing reinforcement items have been correctly and properly designed, manufactured, installed and  maintained.    3. All the existing structural members were assumed to be in good condition with no physical damage or  deterioration associated with corrosion. The mount analysis is not a condition assessment of the mount.    4. The mount analysis was performed in accordance with the loading provided, and if applicable the modification  required to support the additional loading.    5. If the mount is modified, installation must adhere to the configuration communicated in the modification  drawings.    6. The modification drawings are not intended to convey means or methods. These are the responsibility of the  installing contractor.         7. Rigging plan review is available if the contractor requires for a construction class IV or other if required. Review  fee would apply.    8. The mount modification package was created based upon information provided for the mount loading. The  underlying tower is assumed to provide support and sufficient rigidity to support the mount loads as a tower  analysis was not part of the mount analysis.    9. TES is not responsible for modifications to climbing facilities unless communicated to TES in writing.         TES Project Number: 104178        Page 5                                                      March 17, 2021      VFA12‐HD  Sector:A Structure Type:Guyed Mount Elev:256.00 3/17/2021 Page: 1 Structure: FL10049-A-SBA - Midway Road Plan View Front View Looking Toward Structure Ref #Model Height (in) Width (in) H Dist Left Pipe # Pipe Pos V Pos From Top H Offset Status Validation CMA-BDHH/6520/E0-8A1 64.60 15.90 147.00 1 a Front 42.00 FFVV-65C-R3-V1A2 95.95 25.20 99.00 2 a Front 48.00 ATMAA1412D-1A20 TMAA4 12.00 10.00 99.00 2 a Behind 60.00 4480R5 21.80 15.40 99.00 2 a Behind 12.00 AIR6449A3 33.10 20.50 51.00 3 a Front 42.00 4460R6 17.00 15.11 51.00 3 a Behind 12.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Sector:B Structure Type:Guyed Mount Elev:256.00 3/17/2021 Page: 2 Structure: FL10049-A-SBA - Midway Road Plan View Front View Looking Toward Structure Ref #Model Height (in) Width (in) H Dist Left Pipe # Pipe Pos V Pos From Top H Offset Status Validation CMA-BDHH/6520/E0-8A1 64.60 15.90 147.00 1 a Front 42.00 FFVV-65C-R3-V1A2 95.95 25.20 99.00 2 a Front 48.00 ATMAA1412D-1A20 TMAA4 12.00 10.00 99.00 2 a Behind 60.00 4480R5 21.80 15.40 99.00 2 a Behind 12.00 AIR6449A3 33.10 20.50 51.00 3 a Front 42.00 4460R6 17.00 15.11 51.00 3 a Behind 12.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Sector:C Structure Type:Guyed Mount Elev:256.00 3/17/2021 Page: 3 Structure: FL10049-A-SBA - Midway Road Plan View Front View Looking Toward Structure Ref #Model Height (in) Width (in) H Dist Left Pipe # Pipe Pos V Pos From Top H Offset Status Validation CMA-BDHH/6520/E0-8A1 64.60 15.90 147.00 1 a Front 42.00 FFVV-65C-R3-V1A2 95.95 25.20 99.00 2 a Front 48.00 ATMAA1412D-1A20 TMAA4 12.00 10.00 99.00 2 a Behind 60.00 4480R5 21.80 15.40 99.00 2 a Behind 12.00 AIR6449A3 33.10 20.50 51.00 3 a Front 42.00 4460R6 17.00 15.11 51.00 3 a Behind 12.00 Copyright © 2021 by Tower Engineering Solutions, LLC. All rights reserved. Page 1 Page 2 Page 3 Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 1 Antenna D None 30 2 Antenna Di None 3 Antenna Wo (0 Deg)None 30 4 Antenna Wo (30 Deg)None 30 5 Antenna Wo (60 Deg)None 30 6 Antenna Wo (90 Deg)None 30 7 Antenna Wo (120 Deg)None 30 8 Antenna Wo (150 Deg)None 30 9 Antenna Wo (180 Deg)None 30 10 Antenna Wo (210 Deg)None 30 11 Antenna Wo (240 Deg)None 30 12 Antenna Wo (270 Deg)None 30 13 Antenna Wo (300 Deg)None 30 14 Antenna Wo (330 Deg)None 30 15 Antenna Wi (0 Deg)None 16 Antenna Wi (30 Deg)None 17 Antenna Wi (60 Deg)None 18 Antenna Wi (90 Deg)None 19 Antenna Wi (120 Deg)None 20 Antenna Wi (150 Deg)None 21 Antenna Wi (180 Deg)None 22 Antenna Wi (210 Deg)None 23 Antenna Wi (240 Deg)None 24 Antenna Wi (270 Deg)None 25 Antenna Wi (300 Deg)None 26 Antenna Wi (330 Deg)None 27 Antenna Wm (0 Deg)None 30 28 Antenna Wm (30 Deg)None 30 29 Antenna Wm (60 Deg)None 30 30 Antenna Wm (90 Deg)None 30 31 Antenna Wm (120 De...None 30 32 Antenna Wm (150 De...None 30 33 Antenna Wm (180 De...None 30 34 Antenna Wm (210 De...None 30 35 Antenna Wm (240 De...None 30 36 Antenna Wm (270 De...None 30 37 Antenna Wm (300 De...None 30 38 Antenna Wm (330 De...None 30 39 Structure D None -1 40 Structure Di None 41 Structure Wo (0 Deg)None 56 42 Structure Wo (30 Deg)None 56 43 Structure Wo (60 Deg)None 56 44 Structure Wo (90 Deg)None 56 45 Structure Wo (120 De...None 56 46 Structure Wo (150 De...None 56 47 Structure Wo (180 De...None 56 48 Structure Wo (210 De...None 56 49 Structure Wo (240 De...None 56 50 Structure Wo (270 De...None 56 51 Structure Wo (300 De...None 56 52 Structure Wo (330 De...None 56 53 Structure Wi (0 Deg)None 56 RISA-3D Version 17.0.3 Page 4 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Basic Load Cases (Continued) BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P... 54 Structure Wi (30 Deg)None 56 55 Structure Wi (60 Deg)None 56 56 Structure Wi (90 Deg)None 56 57 Structure Wi (120 Deg)None 56 58 Structure Wi (150 Deg)None 56 59 Structure Wi (180 Deg)None 56 60 Structure Wi (210 Deg)None 56 61 Structure Wi (240 Deg)None 56 62 Structure Wi (270 Deg)None 56 63 Structure Wi (300 Deg)None 56 64 Structure Wi (330 Deg)None 56 65 Structure Wm (0 Deg)None 56 66 Structure Wm (30 Deg)None 56 67 Structure Wm (60 Deg)None 56 68 Structure Wm (90 Deg)None 56 69 Structure Wm (120 D...None 56 70 Structure Wm (150 D...None 56 71 Structure Wm (180 D...None 56 72 Structure Wm (210 D...None 56 73 Structure Wm (240 D...None 56 74 Structure Wm (270 D...None 56 75 Structure Wm (300 D...None 56 76 Structure Wm (330 D...None 56 77 Lm1 None 1 78 Lm2 None 1 79 Lv1 None 1 80 Lv2 None 1 81 Antenna Ev None 30 82 Antenna Eh (0 Deg)None 20 83 Antenna Eh (90 Deg)None 20 84 Structure Ev ELY -.01 85 Structure Eh (0 Deg)ELZ -.03 86 Structure Eh (90 Deg)ELX .03 Load Combinations Description S... P... SRSS BLC Fa... B... Fa... B... Fa... B... Fa...B... Fa...B... Fa...B... Fa... B... Fa... B... Fa... B... Fa... 1 1.2D+1.0Wo (0 Deg)Yes Y 1 1.2 39 1.2 3 1 41 1 2 1.2D+1.0Wo (30 Deg)Yes Y 1 1.2 39 1.2 4 1 42 1 3 1.2D+1.0Wo (60 Deg)Yes Y 1 1.2 39 1.2 5 1 43 1 4 1.2D+1.0Wo (90 Deg)Yes Y 1 1.2 39 1.2 6 1 44 1 5 1.2D+1.0Wo (120 De...Yes Y 1 1.2 39 1.2 7 1 45 1 6 1.2D+1.0Wo (150 De...Yes Y 1 1.2 39 1.2 8 1 46 1 7 1.2D+1.0Wo (180 De...Yes Y 1 1.2 39 1.2 9 1 47 1 8 1.2D+1.0Wo (210 De...Yes Y 1 1.2 39 1.2 10 1 48 1 9 1.2D+1.0Wo (240 De...Yes Y 1 1.2 39 1.2 11 1 49 1 10 1.2D+1.0Wo (270 De...Yes Y 1 1.2 39 1.2 12 1 50 1 11 1.2D+1.0Wo (300 De...Yes Y 1 1.2 39 1.2 13 1 51 1 12 1.2D+1.0Wo (330 De...Yes Y 1 1.2 39 1.2 14 1 52 1 13 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 15 1 53 1 14 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 16 1 54 1 15 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 17 1 55 1 16 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 18 1 56 1 17 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 19 1 57 1 18 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 20 1 58 1 19 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 21 1 59 1 RISA-3D Version 17.0.3 Page 5 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Load Combinations (Continued) Description S... P... SRSS BLC Fa... B... Fa... B... Fa... B... Fa...B... Fa...B... Fa...B... Fa... B... Fa... B... Fa... B... Fa... 20 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 22 1 60 1 21 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 23 1 61 1 22 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 24 1 62 1 23 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 25 1 63 1 24 1.2D + 1.0Di + 1.0Wi...Yes Y 1 1.2 39 1.2 2 1 40 1 26 1 64 1 25 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 27 1 65 1 26 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 28 1 66 1 27 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 29 1 67 1 28 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 30 1 68 1 29 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 31 1 69 1 30 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 32 1 70 1 31 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 33 1 71 1 32 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 34 1 72 1 33 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 35 1 73 1 34 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 36 1 74 1 35 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 37 1 75 1 36 1.2D + 1.5Lm1 + 1.0...Yes Y 1 1.2 39 1.2 77 1.5 38 1 76 1 37 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 27 1 65 1 38 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 28 1 66 1 39 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 29 1 67 1 40 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 30 1 68 1 41 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 31 1 69 1 42 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 32 1 70 1 43 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 33 1 71 1 44 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 34 1 72 1 45 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 35 1 73 1 46 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 36 1 74 1 47 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 37 1 75 1 48 1.2D + 1.5Lm2 + 1.0...Yes Y 1 1.2 39 1.2 78 1.5 38 1 76 1 49 1.2D + 1.5Lv1 Yes Y 1 1.2 39 1.2 79 1.5 50 1.2D + 1.5Lv2 Yes Y 1 1.2 39 1.2 80 1.5 51 1.4D Yes Y 1 1.4 39 1.4 52 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 1 83 ELZ 1 E... 53 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 .866 83 .5 ELZ .866 E....5 54 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 .5 83 .866 ELZ .5 E....866 55 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 83 1 ELZ E...1 56 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 -.5 83 .866 ELZ -.5 E....866 57 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 -.8...83 .5 ELZ -.8...E....5 58 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 -1 83 ELZ -1 E... 59 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 -.8...83 -.5 ELZ -.8...E...-.5 60 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 -.5 83 -.8...ELZ -.5 E...-.8... 61 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 83 -1 ELZ E...-1 62 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 .5 83 -.8...ELZ .5 E...-.8... 63 1.2D + 1.0Ev + 1.0E...Yes Y 1 1.2 39 1.2 81 1 E...1 82 .866 83 -.5 ELZ .866 E...-.5 64 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 1 83 ELZ 1 E... 65 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 .866 83 .5 ELZ .866 E....5 66 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 .5 83 .866 ELZ .5 E....866 67 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 83 1 ELZ E...1 68 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 -.5 83 .866 ELZ -.5 E....866 69 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 -.8...83 .5 ELZ -.8...E....5 70 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 -1 83 ELZ -1 E... 71 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 -.8...83 -.5 ELZ -.8...E...-.5 72 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 -.5 83 -.8...ELZ -.5 E...-.8... 73 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 83 -1 ELZ E...-1 74 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 .5 83 -.8...ELZ .5 E...-.8... 75 0.9D - 1.0Ev + 1.0Eh...Yes Y 1 .9 39 .9 81 -1 E...-1 82 .866 83 -.5 ELZ .866 E...-.5 RISA-3D Version 17.0.3 Page 6 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Joint Coordinates and Temperatures Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 1 N2 0 0 .5 0 2 N3 -2.479167 0 2.665361 0 3 N5 2.479167 0 2.665361 0 4 N5A -2.479167 0 3.165361 0 5 N6 2.479167 0 3.165361 0 6 N7 -6.25 0 3.165361 0 7 N9 6.25 0 3.165361 0 8 N16 0 3.333333 .5 0 9 N17 -2.479167 3.333333 2.665361 0 10 N18 2.479167 3.333333 2.665361 0 11 N19 -2.479167 3.333333 3.165361 0 12 N20 2.479167 3.333333 3.165361 0 13 N21 -6.25 3.333333 3.165361 0 14 N22 6.25 3.333333 3.165361 0 15 N29 -6 0 3.165361 0 16 N30 -6 3.333333 3.165361 0 17 N19A -0.596256 3.333333 1.020783 0 18 N20A -0.596256 0 1.020783 0 19 N21A 0.596256 3.333333 1.020783 0 20 N22A 0.596256 0 1.020783 0 21 N23 -2 0 3.165361 0 22 N24 -2 3.333333 3.165361 0 23 N25 6 0 3.165361 0 24 N26 6 3.333333 3.165361 0 25 N27 2 0 3.165361 0 26 N28 2 3.333333 3.165361 0 27 N29A 2 5.666667 3.415361 0 28 N30A -6 5.666667 3.415361 0 29 N31 6 5.666667 3.415361 0 30 N32 -2 5.666667 3.415361 0 31 N33 2 -2.333333 3.415361 0 32 N34 -6 -2.333333 3.415361 0 33 N35 6 -2.333333 3.415361 0 34 N36 -2 -2.333333 3.415361 0 35 N41 0 0 0 0 36 N42 0 3.333333 0 0 37 N43 1.71 1.666667 -2.96 0 38 N45 -0.721783 3.333333 1.130421 0 39 N46 -0.721783 0 1.130421 0 40 N47 0.721783 3.333333 1.130421 0 41 N48 0.721783 0 1.130421 0 42 N49 -2.353641 3.333333 2.555723 0 43 N50 -2.353641 0 2.555723 0 44 N51 2.353641 3.333333 2.555723 0 45 N52 2.353641 0 2.555723 0 46 N53A 3.229167 3.333333 3.165361 0 47 N51A -6 0 3.415361 0 48 N52A -6 3.333333 3.415361 0 49 N53B -2 0 3.415361 0 50 N54A -2 3.333333 3.415361 0 51 N55 6 0 3.415361 0 52 N56 6 3.333333 3.415361 0 53 N57 2 0 3.415361 0 54 N58 2 3.333333 3.415361 0 55 N57A -1.537712 1.666667 1.843072 0 56 N58A 1.537712 1.666667 1.843072 0 RISA-3D Version 17.0.3 Page 7 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Joint Coordinates and Temperatures (Continued) Label X [ft] Y [ft] Z [ft] Temp [F] Detach From Diap... 57 N57B 1.71 -1.666333 -2.96 0 58 N58B 3.229167 .0003333 3.165361 0 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4] 1 Mount Pipe PIPE_2.5 Beam Pipe A53 Gr.B Typical 1.61 1.45 1.45 2.89 2 Standoff Horizon...PIPE_2.0 Beam Pipe A53 Gr.B Typical 1.02 .627 .627 1.25 3 Stanodff Vertical SR_0.625 Beam BAR A36 Gr.36 Typical .307 .007 .007 .015 4 Standoff Diagonal SR_0.75 Beam BAR A36 Gr.36 Typical .442 .016 .016 .031 5 Face Horizontal PIPE_2.5 Beam Pipe A53 Gr.B Typical 1.61 1.45 1.45 2.89 6 Tie-back PIPE_2.0 Beam Pipe A53 Gr.B Typical 1.02 .627 .627 1.25 7 Connection Plate PL5/8x3.5 Beam RECT A36 Gr.36 Typical 2.188 .071 2.233 .253 Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (/1E...Density[k/ft... Yield[ksi] Ry Fu[ksi] Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M3 N3 N5A 90 Connection Pl...Beam RECT A36 Gr.36 Typical 2 M4 N5 N6 90 Connection Pl...Beam RECT A36 Gr.36 Typical 3 M7 N17 N19 90 Connection Pl...Beam RECT A36 Gr.36 Typical 4 M8 N18 N20 90 Connection Pl...Beam RECT A36 Gr.36 Typical 5 M13 N21 N19 Face Horizontal Beam Pipe A53 Gr.B Typical 6 M14 N19 N20 Face Horizontal Beam Pipe A53 Gr.B Typical 7 M15 N20 N22 Face Horizontal Beam Pipe A53 Gr.B Typical 8 M16 N7 N5A Face Horizontal Beam Pipe A53 Gr.B Typical 9 M17 N5A N6 Face Horizontal Beam Pipe A53 Gr.B Typical 10 M18 N6 N9 Face Horizontal Beam Pipe A53 Gr.B Typical 11 MP5A N19A N17 Standoff Horiz...Beam Pipe A53 Gr.B Typical 12 M16A N20A N3 Standoff Horiz...Beam Pipe A53 Gr.B Typical 13 M17A N21A N18 Standoff Horiz...Beam Pipe A53 Gr.B Typical 14 M18A N22A N5 Standoff Horiz...Beam Pipe A53 Gr.B Typical 15 M15B N16 N19A RIGID Beam None RIGID DR1 16 M16B N16 N21A RIGID Beam None RIGID DR1 17 M17B N2 N20A RIGID Beam None RIGID DR1 18 M18B N2 N22A RIGID Beam None RIGID DR1 19 MP4A N29A N33 Mount Pipe Beam Pipe A53 Gr.B Typical 20 MP3A N30A N34 Mount Pipe Beam Pipe A53 Gr.B Typical 21 MP2A N32 N36 Mount Pipe Beam Pipe A53 Gr.B Typical 22 MP1A N31 N35 Mount Pipe Beam Pipe A53 Gr.B Typical 23 M24 N42 N16 RIGID Beam None RIGID DR1 24 M25 N41 N2 RIGID Beam None RIGID DR1 25 M26 N53A N43 Tie-back Beam Pipe A53 Gr.B Typical 26 M27 N45 N46 Stanodff Vertical Beam BAR A36 Gr.36 Typical 27 M28 N49 N50 Stanodff Vertical Beam BAR A36 Gr.36 Typical RISA-3D Version 17.0.3 Page 8 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 28 M29 N47 N48 Stanodff Vertical Beam BAR A36 Gr.36 Typical 29 M30 N51 N52 Stanodff Vertical Beam BAR A36 Gr.36 Typical 30 M31 N45 N50 Standoff Diago...Beam BAR A36 Gr.36 Typical 31 M32 N49 N46 Standoff Diago...Beam BAR A36 Gr.36 Typical 32 M33 N47 N52 Standoff Diago...Beam BAR A36 Gr.36 Typical 33 M34 N51 N48 Standoff Diago...Beam BAR A36 Gr.36 Typical 34 M34A N19A N21A RIGID Beam None RIGID DR1 35 M35 N20A N22A RIGID Beam None RIGID DR1 36 M37 N26 N56 RIGID Beam None RIGID DR1 37 M38 N25 N55 RIGID Beam None RIGID DR1 38 M39 N28 N58 RIGID Beam None RIGID DR1 39 M40 N27 N57 RIGID Beam None RIGID DR1 40 M41 N24 N54A RIGID Beam None RIGID DR1 41 M42 N23 N53B RIGID Beam None RIGID DR1 42 M43 N30 N52A RIGID Beam None RIGID DR1 43 M44 N29 N51A RIGID Beam None RIGID DR1 44 M44A N58B N57B Tie-back Beam Pipe A53 Gr.B Typical Member Advanced Data Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic... 1 M3 BenPIN Yes None 2 M4 BenPIN Yes None 3 M7 BenPIN Yes None 4 M8 BenPIN Yes None 5 M13 Yes None 6 M14 Yes None 7 M15 Yes None 8 M16 Yes None 9 M17 Yes None 10 M18 Yes None 11 MP5A Yes None 12 M16A Yes None 13 M17A Yes None 14 M18A Yes None 15 M15B Yes None 16 M16B Yes None 17 M17B Yes None 18 M18B Yes None 19 MP4A Yes None 20 MP3A Yes None 21 MP2A Yes None 22 MP1A Yes None 23 M24 OOOOOO Yes None 24 M25 OOOOOO Yes None 25 M26 BenPIN Yes None 26 M27 Yes None 27 M28 Yes None 28 M29 Yes None 29 M30 Yes None 30 M31 Yes None 31 M32 Yes None 32 M33 Yes None 33 M34 Yes None 34 M34A Yes None 35 M35 Yes None RISA-3D Version 17.0.3 Page 9 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Member Advanced Data (Continued) Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic... 36 M37 Yes None 37 M38 Yes None 38 M39 Yes None 39 M40 Yes None 40 M41 Yes None 41 M42 Yes None 42 M43 Yes None 43 M44 Yes None 44 M44A BenPIN Yes None Hot Rolled Steel Design Parameters Label Shape Length[ft] Lbyy[ft] Lbzz[ft] Lcomp top[ft] Lcomp bot[ft] L-torq... Kyy Kzz Cb Function 1 M3 Connection ....5 Lbyy Lateral 2 M4 Connection ....5 Lbyy Lateral 3 M7 Connection ....5 Lbyy Lateral 4 M8 Connection ....5 Lbyy Lateral 5 M13 Face Horizo...3.771 Lbyy 2.1 2.1 Lateral 6 M14 Face Horizo...4.958 Lbyy Lateral 7 M15 Face Horizo...3.771 Lbyy 2.1 2.1 Lateral 8 M16 Face Horizo...3.771 Lbyy 2.1 2.1 Lateral 9 M17 Face Horizo...4.958 Lbyy Lateral 10 M18 Face Horizo...3.771 Lbyy 2.1 2.1 Lateral 11 MP5A Standoff Ho...2.5 Lbyy Lateral 12 M16A Standoff Ho...2.5 Lbyy Lateral 13 M17A Standoff Ho...2.5 Lbyy Lateral 14 M18A Standoff Ho...2.5 Lbyy Lateral 15 MP4A Mount Pipe 8 Lbyy Lateral 16 MP3A Mount Pipe 8 Lbyy Lateral 17 MP2A Mount Pipe 8 Lbyy Lateral 18 MP1A Mount Pipe 8 Lbyy Lateral 19 M26 Tie-back 6.527 Lbyy Lateral 20 M27 Stanodff Ve...3.333 Lbyy .65 .65 Lateral 21 M28 Stanodff Ve...3.333 Lbyy .65 .65 Lateral 22 M29 Stanodff Ve...3.333 Lbyy .65 .65 Lateral 23 M30 Stanodff Ve...3.333 Lbyy .65 .65 Lateral 24 M31 Standoff Di...3.976 Lbyy .65 .65 Lateral 25 M32 Standoff Di...3.976 Lbyy .65 .65 Lateral 26 M33 Standoff Di...3.976 Lbyy .65 .65 Lateral 27 M34 Standoff Di...3.976 Lbyy .65 .65 Lateral 28 M44A Tie-back 6.527 Lbyy Lateral Joint Boundary Conditions Joint Label X [k/in] Y [k/in] Z [k/in] X Rot.[k-ft/rad] Y Rot.[k-ft/rad] Z Rot.[k-ft/rad] 1 N42 Reaction Reaction Reaction Reaction Reaction Reaction 2 N41 Reaction Reaction Reaction Reaction Reaction Reaction 3 N43 Reaction Reaction Reaction 4 N57B Reaction Reaction Reaction Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N42 max 2091.809 9 998.605 44 3015.984 12 -.417 2 1.046 9 .154 48 2 min -1149.245 3 240.847 2 -4374.702 6 -1.178 44 -.575 3 -.379 30 RISA-3D Version 17.0.3 Page 10 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope Joint Reactions (Continued) Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 3 N41 max 2028.246 11 1565.265 12 4832.843 12 .357 6 1.014 11 .153 45 4 min -2992.741 5 -361.237 6 -3398.913 6 -1.803 12 -1.496 5 -.353 27 5 N43 max 454.474 6 529.453 5 1870.853 5 0 75 0 75 0 75 6 min -492.938 12 -551.649 11 -2071.883 11 0 1 0 1 0 1 7 N57B max 522.418 6 582.635 6 2076.935 6 0 75 0 75 0 75 8 min -464.016 12 -507.952 12 -1919.53 12 0 1 0 1 0 1 9 Totals:max 3167.481 9 1981.238 42 5147.973 1 10 min -3167.482 3 912.705 74 -5147.977 7 Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-... LC y-y Mome... LC z-z Mom... LC 1 M3 1 max 1159.372 1 890.096 1 -232.459 1 -.019 11 .432 31 .445 1 2 min -983.021 7 -706.809 7 -865.374 31 -.163 29 .115 1 -.353 7 3 2 max 1159.372 1 890.096 1 -231.343 1 -.019 11 .323 31 .334 1 4 min -983.021 7 -706.809 7 -864.258 31 -.163 29 .086 1 -.265 7 5 3 max 1159.372 1 890.096 1 -230.226 1 -.019 11 .216 31 .223 1 6 min -983.021 7 -706.809 7 -863.141 31 -.163 29 .057 1 -.177 7 7 4 max 1159.372 1 890.096 1 -229.109 1 -.019 11 .108 31 .111 1 8 min -983.021 7 -706.809 7 -862.025 31 -.163 29 .029 1 -.088 7 9 5 max 1159.372 1 890.096 1 -227.993 1 -.019 11 0 75 0 75 10 min -983.021 7 -706.809 7 -860.908 31 -.163 29 0 1 0 1 11 M4 1 max 2606.197 12 2200.324 6 264.541 5 .129 47 .33 47 1.1 6 12 min -2678.027 6 -2130.522 12 -661.748 47 -.044 5 -.133 5 -1.065 12 13 2 max 2606.051 12 2200.239 6 265.657 5 .129 47 .247 47 .825 6 14 min -2677.881 6 -2130.437 12 -660.632 47 -.044 5 -.1 5 -.799 12 15 3 max 2605.905 12 2200.155 6 266.774 5 .129 47 .165 47 .55 6 16 min -2677.734 6 -2130.353 12 -659.515 47 -.044 5 -.067 5 -.533 12 17 4 max 2605.759 12 2200.071 6 267.891 5 .129 47 .082 47 .275 6 18 min -2677.588 6 -2130.269 12 -658.399 47 -.044 5 -.034 5 -.266 12 19 5 max 2605.613 12 2199.986 6 269.007 5 .129 47 0 75 0 75 20 min -2677.442 6 -2130.184 12 -657.282 47 -.044 5 0 1 0 1 21 M7 1 max 1695.099 1 1333.861 1 -98.4 6 -.013 6 .44 36 .667 1 22 min -1920.098 7 -1513.327 7 -881.684 36 -.166 36 .048 6 -.757 7 23 2 max 1695.099 1 1333.861 1 -97.284 6 -.013 6 .33 36 .5 1 24 min -1920.098 7 -1513.327 7 -880.568 36 -.166 36 .036 6 -.567 7 25 3 max 1695.099 1 1333.861 1 -96.167 6 -.013 6 .22 36 .333 1 26 min -1920.098 7 -1513.327 7 -879.451 36 -.166 36 .024 6 -.378 7 27 4 max 1695.099 1 1333.861 1 -95.051 6 -.013 6 .11 36 .167 1 28 min -1920.098 7 -1513.327 7 -878.334 36 -.166 36 .012 6 -.189 7 29 5 max 1695.099 1 1333.861 1 -93.934 6 -.013 6 0 75 0 75 30 min -1920.098 7 -1513.327 7 -877.218 36 -.166 36 0 1 0 1 31 M8 1 max 2965.019 12 2147.128 6 345.353 6 .123 47 .355 12 1.073 6 32 min -2724.014 6 -2362.524 12 -713.136 12 -.055 5 -.174 6 -1.181 12 33 2 max 2964.873 12 2147.044 6 346.469 6 .123 47 .266 12 .805 6 34 min -2723.868 6 -2362.439 12 -712.019 12 -.055 5 -.131 6 -.886 12 35 3 max 2964.727 12 2146.96 6 347.586 6 .123 47 .177 12 .537 6 36 min -2723.722 6 -2362.355 12 -710.903 12 -.055 5 -.087 6 -.591 12 37 4 max 2964.58 12 2146.875 6 348.702 6 .123 47 .089 12 .268 6 38 min -2723.575 6 -2362.271 12 -709.786 12 -.055 5 -.044 6 -.295 12 39 5 max 2964.434 12 2146.791 6 349.819 6 .123 47 0 75 0 75 40 min -2723.429 6 -2362.186 12 -708.669 12 -.055 5 0 1 0 1 41 M13 1 max 0 75 0 12 .033 12 0 75 0 75 0 75 42 min 0 1 -.001 2 -.015 2 0 1 0 1 0 1 43 2 max 238.739 3 -39.55 11 584.997 7 .108 1 .231 6 -.088 11 44 min -618.075 33 -548.191 29 -529.29 1 -.102 7 -.286 12 -.604 29 RISA-3D Version 17.0.3 Page 11 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-... LC y-y Mome... LC z-z Mom... LC 45 3 max 242.357 3 -45.748 11 601.707 7 .108 1 .717 7 .035 2 46 min -618.202 33 -554.388 29 -546 1 -.102 7 -.727 1 -.087 32 47 4 max 245.974 3 -51.945 11 618.418 7 .108 1 1.292 7 .442 27 48 min -618.329 33 -560.586 29 -562.71 1 -.102 7 -1.25 1 -.016 9 49 5 max 249.592 3 -58.143 11 635.128 7 .108 1 1.883 7 .973 27 50 min -618.457 33 -566.783 29 -579.421 1 -.102 7 -1.788 1 .043 9 51 M14 1 max 1320.549 7 605.997 12 1145.06 1 .108 1 1.883 7 .81 29 52 min -1501.863 1 -183.461 6 -1249.391 7 -.102 7 -1.788 1 -.036 11 53 2 max 1557.234 6 159.655 11 246.054 6 .389 7 1.631 6 .366 11 54 min -1864.12 12 -168.154 5 -281.702 12 -.396 1 -1.601 12 -.337 5 55 3 max 1566.127 6 151.506 11 262.164 7 .389 7 1.946 6 .176 9 56 min -1873.013 12 -176.303 5 -297.105 12 -.396 1 -1.96 12 -.126 3 57 4 max 1575.02 6 143.357 11 285.878 7 .389 7 2.279 6 .223 41 58 min -1881.906 12 -184.452 5 -312.508 12 -.396 1 -2.338 12 -.01 11 59 5 max 1438.59 6 132.491 35 474.01 7 .077 1 2.667 6 .7 48 60 min -1680.144 12 -193.677 41 -526.368 1 -.095 7 -2.782 12 -.095 6 61 M15 1 max 712.586 11 692.727 11 2494.87 12 .077 1 2.667 6 .823 48 62 min -837.889 5 -448.402 5 -2283.018 6 -.095 7 -2.782 12 -.148 6 63 2 max 184.718 9 486.124 48 563.106 1 .077 1 1.398 7 .402 41 64 min -519.463 39 40.319 6 -608.818 7 -.095 7 -1.337 1 -.108 11 65 3 max 181.1 9 479.926 48 546.396 1 .077 1 .832 7 .159 5 66 min -519.336 39 34.121 6 -592.107 7 -.095 7 -.814 1 -.205 11 67 4 max 177.482 9 473.729 48 529.686 1 .077 1 .388 8 .124 5 68 min -519.209 39 27.924 6 -575.397 7 -.095 7 -.406 2 -.514 47 69 5 max 0 75 0 44 .019 6 0 75 0 75 0 75 70 min 0 1 0 6 -.014 8 0 1 0 1 0 1 71 M16 1 max 0 75 .002 12 .031 12 0 75 0 75 0 75 72 min 0 1 -.001 2 -.013 2 0 1 0 1 0 1 73 2 max 608.099 29 -40.338 5 283.385 7 .483 7 .445 6 -.132 67 74 min 47.017 11 -527.938 35 -339.274 1 -.475 1 -.383 12 -.546 34 75 3 max 608.226 29 -46.535 5 300.096 7 .483 7 .704 7 .06 11 76 min 43.399 11 -534.135 35 -355.985 1 -.475 1 -.709 1 -.265 49 77 4 max 608.353 29 -52.733 5 316.806 7 .483 7 .995 7 .462 35 78 min 39.781 11 -540.333 35 -372.695 1 -.475 1 -1.052 1 -.065 5 79 5 max 608.48 29 -58.93 5 333.516 7 .483 7 1.301 7 .974 35 80 min 36.163 11 -546.53 35 -389.406 1 -.475 1 -1.412 1 -.012 5 81 M17 1 max 886.085 7 446.391 6 790.483 1 .483 7 1.301 7 .814 35 82 min -738.199 1 -35.745 12 -636.502 7 -.475 1 -1.412 1 -.096 5 83 2 max 1285.174 6 122.964 2 230.179 6 .257 1 1.587 6 .269 2 84 min -957.759 12 -122.626 8 -230.678 12 -.243 7 -1.579 12 -.236 8 85 3 max 1294.067 6 114.815 2 246.064 7 .257 1 1.882 6 .122 2 86 min -966.652 12 -130.775 8 -246.081 12 -.243 7 -1.874 12 -.079 8 87 4 max 1302.96 6 106.666 2 269.778 7 .257 1 2.196 6 .238 43 88 min -975.545 12 -138.924 8 -261.484 12 -.243 7 -2.189 12 -.041 25 89 5 max 1538.578 6 39.789 12 253.059 7 .082 1 2.554 6 .7 47 90 min -1276.494 12 -183.586 6 -308.143 12 -.092 7 -2.592 12 -.093 5 91 M18 1 max 862.274 11 594.684 12 2323.407 12 .082 1 2.554 6 .829 47 92 min -763.597 5 -428.342 5 -2411.832 6 -.092 7 -2.592 12 -.137 5 93 2 max 520.285 47 430.574 42 481.63 1 .082 1 1.173 7 .35 42 94 min -205.784 5 52.423 12 -435.988 7 -.092 7 -1.245 1 -.051 12 95 3 max 520.158 47 424.376 42 464.919 1 .082 1 .77 7 .072 6 96 min -202.166 5 46.225 12 -419.278 7 -.092 7 -.799 1 -.256 50 97 4 max 520.031 47 418.179 42 448.209 1 .082 1 .472 8 -.036 6 98 min -198.548 5 -32.559 50 -402.568 7 -.092 7 -.452 2 -.454 48 99 5 max 0 75 0 8 .019 12 0 75 0 75 0 75 100 min 0 1 0 42 -.013 8 0 1 0 1 0 1 101 MP5A 1 max 1465.277 1 907.012 31 582.92 7 .224 2 .644 12 .081 6 RISA-3D Version 17.0.3 Page 12 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-... LC y-y Mome... LC z-z Mom... LC 102 min -3144.7 7 258.834 1 -548.723 1 -.025 8 -.614 6 -.074 12 103 2 max 1710.914 1 -8.604 6 560.147 7 .221 2 .332 12 -.003 6 104 min -2694.613 7 -311.883 36 -524.375 1 -.022 8 -.277 6 -.036 36 105 3 max 1618.165 1 -34.007 6 453.957 7 .191 36 .301 8 .171 36 106 min -2601.864 7 -337.286 36 -418.185 1 .017 6 -.26 2 .014 6 107 4 max 1614.495 1 -36.61 6 449.755 7 .191 36 .483 8 .383 36 108 min -2598.194 7 -339.889 36 -413.982 1 .017 6 -.418 2 .036 6 109 5 max 2126.572 1 882.664 36 443.819 7 .222 36 .757 7 .414 36 110 min -2397.562 7 99.525 6 -406.742 1 .028 6 -.667 1 .041 6 111 M16A 1 max 2271.284 1 905.549 25 331.63 6 .191 31 .56 12 .069 12 112 min -598.687 7 158.215 7 -363.936 12 .019 1 -.546 6 -.075 6 113 2 max 1732.854 1 -77.987 12 295.315 6 .19 31 .333 12 -.008 12 114 min -760.632 7 -325.017 30 -335.966 12 .034 1 -.342 6 -.033 30 115 3 max 1729.184 1 -80.59 12 286.706 7 .19 31 .186 9 .171 30 116 min -756.961 7 -327.62 30 -330.593 1 .034 1 -.237 3 .041 12 117 4 max 1725.514 1 -83.194 12 282.504 7 .19 31 .242 8 .376 30 118 min -753.291 7 -330.224 30 -326.391 1 .034 1 -.323 2 .093 12 119 5 max 1438.332 1 864.362 31 271.353 7 .219 31 .353 7 .406 30 120 min -1174.167 7 230.443 1 -292.683 1 .056 1 -.445 1 .098 12 121 M17A 1 max 2610.429 12 671.741 45 683.618 12 .097 6 .546 7 .063 6 122 min -2961.633 6 -89.137 3 -649.734 6 -.197 12 -.524 1 -.066 12 123 2 max 2971.302 12 134.846 5 665.897 12 .086 6 .246 8 .014 5 124 min -3026.47 6 -248.579 12 -635.709 6 -.187 12 -.211 2 -.027 12 125 3 max 2970.329 12 132.242 5 665.564 12 .086 6 .338 11 .129 12 126 min -3025.497 6 -251.182 12 -635.376 6 -.187 12 -.275 5 -.07 5 127 4 max 2969.356 12 129.639 5 665.232 12 .086 6 .752 12 .287 12 128 min -3024.524 6 -253.785 12 -635.044 6 -.187 12 -.662 6 -.152 5 129 5 max 3690.031 12 691.855 12 654.284 12 .096 6 1.181 12 .305 48 130 min -3441.661 6 -354.446 6 -660.012 6 -.21 12 -1.073 6 -.155 5 131 M18A 1 max 4442.947 12 890.5 12 592.18 12 .071 3 .35 6 .035 12 132 min -4010.934 6 -521.786 6 -579.024 6 -.162 11 -.38 12 -.033 6 133 2 max 3697.19 12 98.734 5 578.187 12 .069 5 .113 8 .009 5 134 min -3566.12 6 -249.065 47 -575.214 6 -.164 11 -.155 2 -.025 47 135 3 max 3696.217 12 96.131 5 577.855 12 .069 5 .346 12 .132 47 136 min -3565.147 6 -251.668 47 -574.881 6 -.164 11 -.371 6 -.052 5 137 4 max 3695.243 12 93.528 5 577.522 12 .069 5 .707 12 .29 47 138 min -3564.174 6 -254.271 47 -574.549 6 -.164 11 -.73 6 -.111 5 139 5 max 3285.709 12 659.043 47 539.701 12 .072 5 1.065 12 .314 47 140 min -3453.269 6 -270.581 5 -592.898 6 -.179 11 -1.1 6 -.121 5 141 M15B 1 max 2527.571 1 787.578 32 480.215 12 .123 12 0 2 .641 32 142 min -4144.11 7 123.08 2 -421.094 6 .008 6 -.028 8 .173 2 143 2 max 2527.571 1 787.578 32 480.215 12 .123 12 .084 12 .485 31 144 min -4144.11 7 123.08 2 -421.094 6 .008 6 -.102 6 .149 2 145 3 max 2527.571 1 787.578 32 480.215 12 .123 12 .179 12 .33 31 146 min -4144.11 7 123.08 2 -421.094 6 .008 6 -.185 6 .113 1 147 4 max 2527.571 1 787.578 32 480.215 12 .123 12 .274 12 .174 27 148 min -4144.11 7 123.08 2 -421.094 6 .008 6 -.269 6 .072 9 149 5 max 2527.571 1 787.578 32 480.215 12 .123 12 .369 12 .092 3 150 min -4144.11 7 123.08 2 -421.094 6 .008 6 -.352 6 -.049 9 151 M16B 1 max 3766.373 12 626.398 47 386.388 6 -.012 6 .028 8 .502 47 152 min -4077.316 6 27.345 5 -430.45 12 -.119 12 0 2 .016 5 153 2 max 3766.373 12 626.398 47 386.388 6 -.012 6 .096 7 .378 48 154 min -4077.316 6 27.345 5 -430.45 12 -.119 12 -.077 1 .01 5 155 3 max 3766.373 12 626.398 47 386.388 6 -.012 6 .172 6 .254 48 156 min -4077.316 6 27.345 5 -430.45 12 -.119 12 -.159 12 .003 6 157 4 max 3766.373 12 626.398 47 386.388 6 -.012 6 .248 6 .13 48 158 min -4077.316 6 27.345 5 -430.45 12 -.119 12 -.245 12 -.004 6 RISA-3D Version 17.0.3 Page 13 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-... LC y-y Mome... LC z-z Mom... LC 159 5 max 3766.373 12 626.398 47 386.388 6 -.012 6 .325 6 .019 1 160 min -4077.316 6 27.345 5 -430.45 12 -.119 12 -.33 12 -.013 7 161 M17B 1 max 2966.164 1 780.59 36 315.396 12 .122 11 .041 12 .634 36 162 min -1334.593 7 -2.753 6 -342.869 6 .004 3 -.014 6 .027 6 163 2 max 2966.164 1 780.59 36 315.396 12 .122 11 .104 12 .48 36 164 min -1334.593 7 -2.753 6 -342.869 6 .004 3 -.082 6 .028 6 165 3 max 2966.164 1 780.59 36 315.396 12 .122 11 .166 12 .325 36 166 min -1334.593 7 -2.753 6 -342.869 6 .004 3 -.15 6 .028 6 167 4 max 2966.164 1 780.59 36 315.396 12 .122 11 .229 12 .171 36 168 min -1334.593 7 -2.753 6 -342.869 6 .004 3 -.218 6 .029 6 169 5 max 2966.164 1 780.59 36 315.396 12 .122 11 .291 12 .033 7 170 min -1334.593 7 -2.753 6 -342.869 6 .004 3 -.286 6 -.001 1 171 M18B 1 max 5248.517 12 801.882 12 287.175 6 .006 5 .014 6 .663 12 172 min -4803.133 6 -358.484 6 -251.882 12 -.131 11 -.041 12 -.306 5 173 2 max 5248.517 12 801.882 12 287.175 6 .006 5 .071 6 .505 12 174 min -4803.133 6 -358.484 6 -251.882 12 -.131 11 -.091 12 -.237 5 175 3 max 5248.517 12 801.882 12 287.175 6 .006 5 .128 6 .346 11 176 min -4803.133 6 -358.484 6 -251.882 12 -.131 11 -.141 12 -.167 5 177 4 max 5248.517 12 801.882 12 287.175 6 .006 5 .185 6 .19 11 178 min -4803.133 6 -358.484 6 -251.882 12 -.131 11 -.191 12 -.097 5 179 5 max 5248.517 12 801.882 12 287.175 6 .006 5 .242 6 .037 9 180 min -4803.133 6 -358.484 6 -251.882 12 -.131 11 -.241 12 -.03 3 181 MP4A 1 max 0 75 .009 3 .02 1 0 75 0 75 0 75 182 min 0 1 -.014 45 -.021 7 0 1 0 1 0 1 183 2 max 15.34 51 40.697 10 40.722 1 0 75 .041 1 .041 4 184 min 9.747 64 -40.695 4 -40.724 7 0 1 -.041 7 -.041 10 185 3 max 137.348 3 251.319 12 103.365 7 .013 6 .359 1 .08 8 186 min -98.742 9 -186.012 6 -85.761 1 -.021 48 -.341 7 -.073 2 187 4 max -9.747 75 40.697 4 40.684 7 0 75 .041 1 .041 4 188 min -15.34 51 -40.7 10 -40.68 1 0 1 -.041 7 -.041 10 189 5 max 0 75 .015 48 .023 1 0 75 0 75 0 75 190 min 0 1 -.009 30 -.019 7 0 1 0 1 0 1 191 MP3A 1 max 0 75 .42 34 .887 1 0 75 0 75 0 75 192 min 0 1 -.035 40 -.863 7 0 1 0 1 0 1 193 2 max 188.266 51 216.356 10 296.209 1 .05 4 .281 1 .186 4 194 min 119.622 64 -216.154 4 -296.186 7 -.05 10 -.176 7 -.187 10 195 3 max 183.746 11 -91.641 3 63.767 7 .187 1 .439 1 .064 12 196 min -327.824 29 -606.973 33 -7.162 1 -.192 7 -.374 7 -.064 6 197 4 max -9.747 75 40.697 4 40.716 7 0 75 .041 1 .041 4 198 min -15.34 51 -40.712 10 -40.71 1 0 1 -.041 7 -.041 10 199 5 max 0 75 .003 42 .014 7 0 75 0 75 0 75 200 min 0 1 -.034 36 -.013 26 0 1 0 1 0 1 201 MP2A 1 max 0 75 .607 11 1.798 1 0 75 0 75 0 75 202 min 0 1 -.466 5 -1.848 7 0 1 0 1 0 1 203 2 max 273.92 51 625.818 11 1195.878 1 .28 11 1.627 1 .856 5 204 min 174.046 64 -625.676 5 -1195.927 7 -.28 3 -1.681 7 -.857 11 205 3 max 310.736 7 -6.583 1 249.02 7 .104 1 1.168 1 .219 3 206 min -222.951 1 -221.311 31 -127.019 1 -.081 7 -1.127 7 -.221 9 207 4 max -91.318 75 495.111 5 952.324 7 .345 5 1.49 1 .725 5 208 min -143.72 51 -495.185 11 -952.229 1 -.345 9 -1.325 7 -.725 11 209 5 max 0 75 .244 9 .808 1 0 75 0 75 0 75 210 min 0 1 -.318 3 -.713 7 0 1 0 1 0 1 211 MP1A 1 max 0 75 .037 35 .133 1 0 75 0 75 0 75 212 min 0 1 -.084 41 -.153 7 0 1 0 1 0 1 213 2 max 58.74 51 220.45 11 431.774 1 .139 11 .404 1 .22 5 214 min 37.323 64 -220.453 5 -431.794 7 -.139 3 -.46 7 -.22 11 215 3 max 41.82 6 511.643 37 87.619 7 .096 7 .352 1 .075 3 RISA-3D Version 17.0.3 Page 14 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-... LC y-y Mome... LC z-z Mom... LC 216 min -406.833 48 53.236 7 -43.268 1 -.086 1 -.345 7 -.082 9 217 4 max -17.625 75 88.137 5 152.374 7 .04 5 .051 1 .041 4 218 min -27.74 51 -88.132 11 -152.356 1 -.04 9 -.035 7 -.041 10 219 5 max 0 75 .09 45 .043 1 0 75 0 75 0 75 220 min 0 1 -.03 27 -.024 7 0 1 0 1 0 1 221 M24 1 max 3015.984 12 998.605 44 1149.245 3 .154 48 1.046 9 1.178 44 222 min -4374.702 6 240.847 2 -2091.809 9 -.379 30 -.575 3 .417 2 223 2 max 3015.984 12 998.605 44 1149.245 3 .154 48 .784 9 1.053 47 224 min -4374.702 6 240.847 2 -2091.809 9 -.379 30 -.431 3 .379 5 225 3 max 3015.984 12 998.605 44 1149.245 3 .154 48 .523 9 .929 47 226 min -4374.702 6 240.847 2 -2091.809 9 -.379 30 -.287 3 .334 5 227 4 max 3015.984 12 998.605 44 1149.245 3 .154 48 .261 9 .805 47 228 min -4374.702 6 240.847 2 -2091.809 9 -.379 30 -.144 3 .289 5 229 5 max 3015.984 12 998.605 44 1149.245 3 .154 48 0 75 .681 47 230 min -4374.702 6 240.847 2 -2091.809 9 -.379 30 0 1 .244 5 231 M25 1 max 4832.843 12 1565.265 12 2992.741 5 .153 45 1.014 11 1.803 12 232 min -3398.913 6 -361.237 6 -2028.246 11 -.353 27 -1.496 5 -.357 6 233 2 max 4832.843 12 1565.265 12 2992.741 5 .153 45 .761 11 1.608 12 234 min -3398.913 6 -361.237 6 -2028.246 11 -.353 27 -1.122 5 -.312 6 235 3 max 4832.843 12 1565.265 12 2992.741 5 .153 45 .507 11 1.412 12 236 min -3398.913 6 -361.237 6 -2028.246 11 -.353 27 -.748 5 -.267 6 237 4 max 4832.843 12 1565.265 12 2992.741 5 .153 45 .254 11 1.216 12 238 min -3398.913 6 -361.237 6 -2028.246 11 -.353 27 -.374 5 -.222 6 239 5 max 4832.843 12 1565.265 12 2992.741 5 .153 45 0 75 1.021 12 240 min -3398.913 6 -361.237 6 -2028.246 11 -.353 27 0 1 -.177 6 241 M26 1 max 2036.184 5 19.615 5 60.975 10 0 75 0 75 0 75 242 min -2252.439 11 6.67 11 -60.975 4 0 1 0 1 0 1 243 2 max 2025.666 5 9.807 5 30.487 10 0 75 .075 10 -.008 11 244 min -2238.45 11 3.335 11 -30.487 4 0 1 -.075 4 -.024 5 245 3 max 2015.148 5 0 75 0 75 0 75 .1 10 -.011 11 246 min -2224.461 11 0 1 0 1 0 1 -.1 4 -.032 5 247 4 max 2004.63 5 -3.335 11 30.487 4 0 75 .075 10 -.008 11 248 min -2210.472 11 -9.807 5 -30.487 10 0 1 -.075 4 -.024 5 249 5 max 1994.112 5 -6.67 11 60.975 4 0 75 0 75 0 75 250 min -2196.484 11 -19.615 5 -60.975 10 0 1 0 1 0 1 251 M27 1 max 59.626 7 9.05 4 8.628 7 0 1 .004 1 .005 4 252 min -59.525 1 -8.777 10 -8.531 1 0 7 -.004 7 -.005 10 253 2 max 60.671 7 4.55 4 4.128 7 0 1 0 7 0 11 254 min -58.481 1 -4.277 10 -4.031 1 0 7 -.001 1 0 5 255 3 max 61.715 7 .528 1 .469 1 0 1 .003 7 .003 10 256 min -57.436 1 -.246 7 -.371 7 0 7 -.003 1 -.003 4 257 4 max 62.76 7 4.722 10 4.969 1 0 1 0 8 0 9 258 min -56.391 1 -4.45 4 -4.871 7 0 7 0 2 0 3 259 5 max 63.805 7 9.222 10 9.468 1 0 1 .006 1 .005 4 260 min -55.347 1 -8.949 4 -9.371 7 0 7 -.006 7 -.005 10 261 M28 1 max 149.912 12 9.613 4 10.989 7 .001 31 -.003 38 .006 3 262 min -144.648 6 -8.359 10 -4.182 1 0 37 -.013 32 -.004 9 263 2 max 150.956 12 5.113 4 8.093 31 .001 31 0 7 .002 1 264 min -143.603 6 -3.86 10 .318 1 0 37 -.007 25 0 7 265 3 max 152.001 12 1.537 1 8.037 25 .001 31 .004 7 .002 10 266 min -142.559 6 -.252 7 1.674 43 0 37 -.004 1 -.002 4 267 4 max 153.046 12 5.14 10 9.317 1 .001 31 .007 31 0 45 268 min -141.514 6 -3.887 4 -2.511 7 0 37 .001 37 -.001 27 269 5 max 154.09 12 9.64 10 13.817 1 .001 31 .014 25 .004 4 270 min -140.469 6 -8.386 4 -7.01 7 0 37 0 7 -.006 10 271 M29 1 max 46.628 6 8.956 4 9.448 7 0 1 .005 1 .005 4 272 min -52.933 12 -9.231 10 -9.223 1 0 7 -.006 7 -.005 10 RISA-3D Version 17.0.3 Page 15 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-... LC y-y Mome... LC z-z Mom... LC 273 2 max 47.672 6 4.456 4 4.948 7 0 1 0 6 0 10 274 min -51.888 12 -4.731 10 -4.723 1 0 7 0 12 0 4 275 3 max 48.717 6 .229 2 .448 7 0 1 .003 7 .002 10 276 min -50.844 12 -.49 8 -.224 1 0 7 -.003 1 -.002 4 277 4 max 49.762 6 4.269 10 4.276 1 0 1 .001 7 0 9 278 min -49.799 12 -4.543 4 -4.051 7 0 7 0 1 0 3 279 5 max 50.806 6 8.768 10 8.776 1 0 1 .005 1 .005 4 280 min -48.755 12 -9.043 4 -8.551 7 0 7 -.004 7 -.005 10 281 M30 1 max 168.071 6 9.22 4 11.388 8 .002 27 .006 3 .005 4 282 min -171.263 12 -9.769 10 -8.697 2 -.001 45 -.01 9 -.006 10 283 2 max 169.116 6 4.721 4 7.491 8 .002 27 .003 6 0 34 284 min -170.219 12 -5.269 10 -4.801 2 -.001 45 -.005 12 0 40 285 3 max 170.161 6 .345 3 5.754 47 .002 27 .003 7 .003 10 286 min -169.174 12 -.878 9 -2.486 5 -.001 45 -.003 1 -.003 4 287 4 max 171.205 6 3.73 10 9.084 12 .002 27 .005 45 .001 9 288 min -168.129 12 -4.279 4 -6.123 6 -.001 45 -.002 3 0 3 289 5 max 172.25 6 8.23 10 12.981 12 .002 27 .013 12 .005 4 290 min -167.085 12 -8.779 4 -10.02 6 -.001 45 -.008 6 -.004 10 291 M31 1 max -462.162 38 6.758 2 15.215 6 .003 6 .014 12 .004 1 292 min -1441.126 32 -1.724 8 -17.953 12 -.004 12 -.012 6 0 7 293 2 max -460.744 38 3.825 36 8.966 6 .003 6 .002 8 0 9 294 min -1439.536 32 .51 6 -11.704 12 -.004 12 -.003 2 -.001 3 295 3 max -461.05 38 1.597 2 13.126 31 .006 26 .007 7 0 3 296 min -1445.187 32 -8.807 31 -5.952 1 -.004 12 -.011 1 -.004 31 297 4 max -459.633 38 -1.837 12 13.298 35 .006 26 .005 8 .005 31 298 min -1443.598 32 -9.679 30 .078 5 -.001 8 0 2 0 1 299 5 max -458.215 38 -.985 10 18.003 12 .006 26 .018 35 .015 30 300 min -1442.009 32 -10.721 28 -5.836 6 -.001 8 0 5 .004 12 301 M32 1 max 1456.119 36 10.832 34 .912 11 .006 32 .02 26 .015 36 302 min 340.16 6 .293 4 -14.917 29 0 2 -.002 8 .002 6 303 2 max 1457.689 25 9.825 36 -.664 7 .006 32 .01 1 .005 25 304 min 339.931 7 .217 6 -14.87 25 0 2 -.004 7 0 7 305 3 max 1459.263 25 9.557 1 5.736 7 .006 32 .004 1 .002 7 306 min 339.423 7 -2.42 5 -15.199 1 -.003 6 -.01 29 -.005 1 307 4 max 1454.004 25 -1.075 37 11.705 6 .003 12 .002 6 0 3 308 min 324.656 7 -3.827 31 -9.718 12 -.003 6 -.003 12 -.001 9 309 5 max 1455.578 25 1.447 2 17.954 6 .003 12 .017 6 .004 31 310 min 324.147 7 -6.547 8 -15.967 12 -.003 6 -.016 12 0 1 311 M33 1 max 211.204 5 8.025 12 14.951 1 .002 2 .013 7 .004 12 312 min -1082.299 47 -4.685 5 -14.165 7 -.002 8 -.013 1 -.003 6 313 2 max 215.167 5 3.297 12 10.724 1 .002 2 .002 8 0 5 314 min -1080.883 47 -1.91 6 -9.938 7 -.002 8 -.001 2 -.001 11 315 3 max 236.1 5 2.983 2 8.659 12 .007 6 .011 12 .001 3 316 min -1085.175 47 -6.399 44 -8.739 44 -.009 12 -.008 6 -.003 44 317 4 max 240.062 5 2.242 5 -.582 6 .007 6 .001 1 .004 47 318 min -1083.758 47 -7.391 47 -8.679 48 -.009 12 -.005 7 -.001 3 319 5 max 244.024 5 5.048 5 5.252 8 .007 6 -.002 9 .012 47 320 min -1082.341 47 -10.23 11 -10.525 2 -.009 12 -.012 39 -.005 5 321 M34 1 max 1326.119 12 8.074 44 22.318 9 .003 12 .016 3 .011 48 322 min -780.352 6 -.712 2 -16.805 3 -.004 42 -.025 9 -.005 6 323 2 max 1330.06 12 8.22 12 16.413 9 .003 12 .006 6 .004 12 324 min -781.287 6 -4.642 6 -10.9 3 -.004 42 -.01 12 -.003 5 325 3 max 1342.173 12 10.993 12 14.95 12 .003 12 .008 9 .004 6 326 min -790.785 6 -9.37 6 -9.638 6 -.004 42 -.006 3 -.005 12 327 4 max 1346.114 12 .839 5 6.751 1 .003 9 .002 7 0 1 328 min -791.719 6 -2.871 47 -6.4 8 -.002 3 0 1 0 7 329 5 max 1350.055 12 1.202 1 12.561 2 .003 9 .009 2 .003 44 RISA-3D Version 17.0.3 Page 16 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-... LC y-y Mome... LC z-z Mom... LC 330 min -792.654 6 -4.436 7 -12.649 8 -.002 3 -.008 8 0 2 331 M34A 1 max 1529.301 6 103.482 9 114.344 9 .044 27 .262 6 .096 8 332 min -1595.898 12 -181.502 3 -82.735 2 -.014 45 -.275 12 -.169 2 333 2 max 1529.301 6 103.482 9 114.344 9 .044 27 .249 6 .083 7 334 min -1595.898 12 -181.502 3 -82.735 2 -.014 45 -.25 12 -.134 1 335 3 max 1529.301 6 103.482 9 114.344 9 .044 27 .237 6 .085 6 336 min -1595.898 12 -181.502 3 -82.735 2 -.014 45 -.225 12 -.116 12 337 4 max 1529.301 6 103.482 9 114.344 9 .044 27 .227 7 .106 6 338 min -1595.898 12 -181.502 3 -82.735 2 -.014 45 -.206 1 -.115 12 339 5 max 1529.301 6 103.482 9 114.344 9 .044 27 .239 7 .127 6 340 min -1595.898 12 -181.502 3 -82.735 2 -.014 45 -.207 1 -.115 12 341 M35 1 max 1171.193 6 88.018 12 116.217 11 .045 5 .261 6 .101 12 342 min -1156.693 12 -163.66 6 -139.221 5 -.018 11 -.269 12 -.174 6 343 2 max 1171.193 6 88.018 12 116.217 11 .045 5 .223 6 .074 12 344 min -1156.693 12 -163.66 6 -139.221 5 -.018 11 -.236 12 -.126 6 345 3 max 1171.193 6 88.018 12 116.217 11 .045 5 .184 6 .06 1 346 min -1156.693 12 -163.66 6 -139.221 5 -.018 11 -.204 12 -.085 7 347 4 max 1171.193 6 88.018 12 116.217 11 .045 5 .146 6 .054 2 348 min -1156.693 12 -163.66 6 -139.221 5 -.018 11 -.172 12 -.053 8 349 5 max 1171.193 6 88.018 12 116.217 11 .045 5 .113 7 .071 2 350 min -1156.693 12 -163.66 6 -139.221 5 -.018 11 -.148 1 -.052 45 351 M37 1 max 515.594 1 470.326 48 519.088 39 .101 5 .21 12 .095 7 352 min -559.967 7 20.306 6 -173.06 9 -.84 47 -.265 6 -.077 1 353 2 max 515.594 1 470.326 48 519.088 39 .101 5 .204 12 .092 7 354 min -559.967 7 20.306 6 -173.06 9 -.84 47 -.248 6 -.082 1 355 3 max 515.594 1 470.326 48 519.088 39 .101 5 .198 12 .09 7 356 min -559.967 7 20.306 6 -173.06 9 -.84 47 -.231 6 -.087 1 357 4 max 515.594 1 470.326 48 519.088 39 .101 5 .192 12 .088 7 358 min -559.967 7 20.306 6 -173.06 9 -.84 47 -.214 6 -.092 1 359 5 max 515.594 1 470.326 48 519.088 39 .101 5 .187 12 .086 7 360 min -559.967 7 20.306 6 -173.06 9 -.84 47 -.197 6 -.096 1 361 M38 1 max 429.108 1 105.451 6 196.255 5 -.101 69 .264 8 .092 7 362 min -384.705 7 -343.355 48 -519.922 47 -.871 37 -.216 2 -.082 1 363 2 max 429.108 1 105.451 6 196.255 5 -.101 69 .247 8 .086 7 364 min -384.705 7 -343.355 48 -519.922 47 -.871 37 -.209 2 -.086 1 365 3 max 429.108 1 105.451 6 196.255 5 -.101 69 .231 8 .08 7 366 min -384.705 7 -343.355 48 -519.922 47 -.871 37 -.202 2 -.089 1 367 4 max 429.108 1 105.451 6 196.255 5 -.101 69 .214 8 .075 7 368 min -384.705 7 -343.355 48 -519.922 47 -.871 37 -.195 2 -.092 1 369 5 max 429.108 1 105.451 6 196.255 5 -.101 69 .198 8 .077 43 370 min -384.705 7 -343.355 48 -519.922 47 -.871 37 -.188 2 -.095 1 371 M39 1 max 167.16 1 124.954 9 211.689 12 .359 5 .023 6 .474 1 372 min -184.769 7 -111.102 3 -144.073 6 -.47 11 -.034 12 -.483 7 373 2 max 167.16 1 124.954 9 211.689 12 .359 5 .014 6 .474 1 374 min -184.769 7 -111.102 3 -144.073 6 -.47 11 -.021 12 -.484 7 375 3 max 167.16 1 124.954 9 211.689 12 .359 5 .007 2 .474 1 376 min -184.769 7 -111.102 3 -144.073 6 -.47 11 -.009 36 -.485 7 377 4 max 167.16 1 124.954 9 211.689 12 .359 5 .009 38 .474 1 378 min -184.769 7 -111.102 3 -144.073 6 -.47 11 -.006 7 -.485 7 379 5 max 167.16 1 124.954 9 211.689 12 .359 5 .021 48 .474 1 380 min -184.769 7 -111.102 3 -144.073 6 -.47 11 -.013 6 -.486 7 381 M40 1 max 52.576 39 163.67 3 247.286 5 .284 6 .063 11 .152 7 382 min -50.252 33 -72.443 9 -309.618 11 -.385 12 -.053 5 -.175 1 383 2 max 52.576 39 163.67 3 247.286 5 .284 6 .043 11 .149 7 384 min -50.252 33 -72.443 9 -309.618 11 -.385 12 -.038 5 -.178 1 385 3 max 52.576 39 163.67 3 247.286 5 .284 6 .025 9 .147 7 386 min -50.252 33 -72.443 9 -309.618 11 -.385 12 -.024 3 -.182 1 RISA-3D Version 17.0.3 Page 17 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-... LC y-y Mome... LC z-z Mom... LC 387 4 max 52.576 39 163.67 3 247.286 5 .284 6 .01 8 .144 7 388 min -50.252 33 -72.443 9 -309.618 11 -.385 12 -.014 2 -.185 1 389 5 max 52.576 39 163.67 3 247.286 5 .284 6 .013 6 .142 7 390 min -50.252 33 -72.443 9 -309.618 11 -.385 12 -.021 48 -.189 1 391 M41 1 max 1361.671 1 459.682 12 586.204 3 1.042 5 .485 9 .491 7 392 min -1483.94 7 -77.024 7 -740.107 9 -.781 11 -.469 3 -.504 1 393 2 max 1361.671 1 459.682 12 586.204 3 1.042 5 .439 9 .496 7 394 min -1483.94 7 -77.024 7 -740.107 9 -.781 11 -.433 3 -.533 1 395 3 max 1361.671 1 459.682 12 586.204 3 1.042 5 .393 9 .5 7 396 min -1483.94 7 -77.024 7 -740.107 9 -.781 11 -.396 3 -.561 1 397 4 max 1361.671 1 459.682 12 586.204 3 1.042 5 .347 9 .505 7 398 min -1483.94 7 -77.024 7 -740.107 9 -.781 11 -.359 3 -.59 1 399 5 max 1361.671 1 459.682 12 586.204 3 1.042 5 .303 8 .51 7 400 min -1483.94 7 -77.024 7 -740.107 9 -.781 11 -.328 2 -.618 1 401 M42 1 max 967.934 1 468.343 7 697.577 5 .753 9 .51 11 .733 1 402 min -845.657 7 -63.826 1 -551.4 11 -.491 3 -.527 5 -.727 7 403 2 max 967.934 1 468.343 7 697.577 5 .753 9 .476 11 .737 1 404 min -845.657 7 -63.826 1 -551.4 11 -.491 3 -.484 5 -.756 7 405 3 max 967.934 1 468.343 7 697.577 5 .753 9 .441 11 .741 1 406 min -845.657 7 -63.826 1 -551.4 11 -.491 3 -.44 5 -.785 7 407 4 max 967.934 1 468.343 7 697.577 5 .753 9 .407 11 .745 1 408 min -845.657 7 -63.826 1 -551.4 11 -.491 3 -.397 5 -.815 7 409 5 max 967.934 1 468.343 7 697.577 5 .753 9 .372 11 .748 1 410 min -845.657 7 -63.826 1 -551.4 11 -.491 3 -.353 5 -.844 7 411 M43 1 max 517.944 1 545.944 29 235.589 4 .982 29 .315 8 .108 1 412 min -574.585 7 33.858 11 -617.926 34 .114 11 -.22 2 -.102 7 413 2 max 517.944 1 545.944 29 235.589 4 .982 29 .285 8 .1 1 414 min -574.585 7 33.858 11 -617.926 34 .114 11 -.213 2 -.112 7 415 3 max 517.944 1 545.944 29 235.589 4 .982 29 .255 8 .091 1 416 min -574.585 7 33.858 11 -617.926 34 .114 11 -.205 2 -.122 7 417 4 max 517.944 1 545.944 29 235.589 4 .982 29 .225 8 .083 1 418 min -574.585 7 33.858 11 -617.926 34 .114 11 -.198 2 -.133 7 419 5 max 517.944 1 545.944 29 235.589 4 .982 29 .195 8 .074 1 420 min -574.585 7 33.858 11 -617.926 34 .114 11 -.19 2 -.162 31 421 M44 1 max 317.81 1 271.005 11 608.042 29 1.041 34 .201 12 .483 7 422 min -261.475 7 -240.641 29 47.425 11 .179 4 -.295 6 -.475 1 423 2 max 317.81 1 271.005 11 608.042 29 1.041 34 .205 12 .475 7 424 min -261.475 7 -240.641 29 47.425 11 .179 4 -.278 6 -.486 1 425 3 max 317.81 1 271.005 11 608.042 29 1.041 34 .209 12 .466 7 426 min -261.475 7 -240.641 29 47.425 11 .179 4 -.262 6 -.496 1 427 4 max 317.81 1 271.005 11 608.042 29 1.041 34 .213 12 .457 7 428 min -261.475 7 -240.641 29 47.425 11 .179 4 -.245 6 -.507 1 429 5 max 317.81 1 271.005 11 608.042 29 1.041 34 .217 12 .449 7 430 min -261.475 7 -240.641 29 47.425 11 .179 4 -.228 6 -.517 1 431 M44A 1 max 2235.38 5 19.615 5 60.975 10 0 75 0 75 0 75 432 min -2062.851 12 6.67 11 -60.975 4 0 1 0 1 0 1 433 2 max 2226.856 6 9.807 5 30.487 10 0 75 .075 10 -.008 11 434 min -2056.894 12 3.335 11 -30.487 4 0 1 -.075 4 -.024 5 435 3 max 2224.369 6 0 75 0 75 0 75 .1 10 -.011 11 436 min -2050.937 12 0 1 0 1 0 1 -.1 4 -.032 5 437 4 max 2221.883 6 -3.335 11 30.487 4 0 75 .075 10 -.008 11 438 min -2044.979 12 -9.807 5 -30.487 10 0 1 -.075 4 -.024 5 439 5 max 2219.396 6 -6.67 11 60.975 4 0 75 0 75 0 75 440 min -2039.022 12 -19.615 5 -60.975 10 0 1 0 1 0 1 RISA-3D Version 17.0.3 Page 18 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d] Company : Tower Engineering Solutions, LLC Mar 17, 2021 10:26 AMDesigner : Job Number : TES Project No. 104178 Checked By:_____ Model Name : FL10049-A-SBA_MT_LOT_Loads Only_Sector A_H Envelope AISC 15th(360-16): LRFD Steel Code Checks Member Shape Code Check Loc... LC Shea...Loc...... LC phi*Pn...phi*Pn...phi*M... phi*M... ... Eqn 1 M14 PIPE_2.5 .797 4.958 12 .146 4.442 1 41472...50715 3.596 3.596 ...H1-1b 2 M15 PIPE_2.5 .794 0 12 .188 0 12 30358...50715 3.596 3.596 ...H1-1b 3 M18 PIPE_2.5 .743 0 12 .182 0 6 30358...50715 3.596 3.596 ...H1-1b 4 M17 PIPE_2.5 .739 4.958 12 .202 0 1 41472...50715 3.596 3.596 ...H1-1b 5 M17A PIPE_2.0 .713 2.5 12 .225 2.344 12 29810...32130 1.872 1.872 ...H1-1b 6 M18A PIPE_2.0 .644 2.5 6 .200 0 11 29810...32130 1.872 1.872 ...H1-1b 7 M8 PL5/8x3.5 .636 0 12 .217 0 y 12 66866...70875 .923 5.168 ...H1-1b 8 MP2A PIPE_2.5 .588 2.333 7 .148 5.667 8 30038...50715 3.596 3.596 ...H1-1b 9 M4 PL5/8x3.5 .539 0 12 .211 0 y 48 66866...70875 .923 5.168 ...H1-1b 10 M13 PIPE_2.5 .532 3.771 7 .076 3.771 7 30358...50715 3.596 3.596 ...H1-1b 11 M32 SR_0.75 .522 0 25 .047 0 32 3648....14313....179 .179 ...H1-1a 12 M7 PL5/8x3.5 .498 0 33 .260 0 y 35 66866...70875 .923 5.168 ...H1-1b 13 M3 PL5/8x3.5 .490 0 27 .257 0 y 26 66866...70875 .923 5.168 ...H1-1b 14 M34 SR_0.75 .487 0 12 .034 0 42 3648....14313....179 .179 ...H1-1a 15 MP5A PIPE_2.0 .443 2.5 7 .225 2.344 36 29810...32130 1.872 1.872 ...H1-1b 16 M16 PIPE_2.5 .406 3.771 1 .179 3.771 1 30358...50715 3.596 3.596 ...H1-1b 17 M16A PIPE_2.0 .331 0 12 .221 2.344 31 29810...32130 1.872 1.872 ...H1-1b 18 MP3A PIPE_2.5 .291 5.667 36 .092 2.333 7 30038...50715 3.596 3.596 ...H1-1b 19 MP1A PIPE_2.5 .247 5.667 47 .064 2.333 8 30038...50715 3.596 3.596 ...H1-1b 20 M31 SR_0.75 .181 3.976 35 .047 3.976 26 3648....14313....179 .179 ...H1-1b 21 MP4A PIPE_2.5 .160 2.333 12 .024 5.667 12 30038...50715 3.596 3.596 ...H1-1b 22 M28 SR_0.625 .157 3.333 12 .021 0 31 2339....9946.8 .097 .097 ...H1-1b 23 M30 SR_0.625 .140 3.333 12 .021 0 27 2339....9946.8 .097 .097 ...H1-1b 24 M33 SR_0.75 .131 3.976 47 .066 3.976 12 3648....14313....179 .179 ...H1-1b 25 M44A PIPE_2.0 .116 0 5 .007 6.527 4 19277...32130 1.872 1.872 ...H1-1b* 26 M26 PIPE_2.0 .106 0 5 .007 0 4 19277...32130 1.872 1.872 ...H1-1b* 27 M27 SR_0.625 .071 3.333 7 .010 3.333 7 2339....9946.8 .097 .097 ...H1-1b 28 M29 SR_0.625 .066 0 7 .008 0 7 2339....9946.8 .097 .097 ...H1-1b Dynamics Input Number of Modes Load Combination Number Acceleration of Gravity Convergence Tolerance 0 1 - 1.2D+1.0Wo (0 Deg) 32.2 (ft/sec^2) 0.0001 RISA-3D Version 17.0.3 Page 19 [R:\...\...\...\...\Model Files\FL10049-A-SBA_104178_H_RISA_LO.r3d]