Structural Analysis Report - …documents.brunswickcountync.gov/BCMS/0/edoc/884712/Structural... ·...

CLS ▪ 1250 Benson Road, Garner, NC 27529 ▪ Office: (405) 348-5460 ▪ Fax: (405) 341-6334

This report was prepared for American Tower Corporation by

Structural Analysis ReportStructure : 300 ft Self Supported Tower

ATC Site Name : Northwest NC, NC

ATC Site Number : 419249

Engineering Number : OAA697812_C3_01

Proposed Carrier : AT&T Mobility

Carrier Site Name : N/A

Carrier Site Number : 478-154

Site Location : 2575 Blue Banks Loop Rd NELeland, NC 28451-745834.316639,-78.120861

County : Brunswick

Date : March 12, 2017

Max Usage : 99%

Result : Pass

Prepared By:Zachary A. Medoff

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Eng. Number OAA697812_C3_01March 12, 2017


Table of Contents

Introduction .................................................................................................................................... 1

Supporting Documents .................................................................................................................... 1

Analysis ........................................................................................................................................... 1

Conclusion....................................................................................................................................... 1

Existing and Reserved Equipment..................................................................................................... 2

Equipment to be Removed............................................................................................................... 2

Proposed Equipment ....................................................................................................................... 2

Structure Usages .............................................................................................................................. 3

Foundations ..................................................................................................................................... 3

Deflection, Twist, and Sway............................................................................................................... 3

Standard Conditions ......................................................................................................................... 4

Calculations ......................................................................................................................... Attached

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Introduction

The purpose of this report is to summarize results of a structural analysis performed on the 300 ft self supported tower to reflect the change in loading by AT&T Mobility.

Supporting Documents

Tower Drawings Cellxion Drawing #TALT02094, dated March 14, 2005Foundation Drawing Cellxion Drawing #TALT02094, dated March 14, 2005Geotechnical Report S&ME Job #1061-04-563, dated November 2, 2004

Analysis

The tower was analyzed using American Tower Corporation’s tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222.

Basic Wind Speed: 123 mph (3-Second Gust)Basic Wind Speed w/ Ice: No Ice ConsideredCode: ANSI/TIA-222-G / 2009 IBC / 2012 North Carolina Building CodeStructure Class: IIExposure Category: BTopographic Category: 1Spectral Response: Ss = 0.23, S1 = 0.10 Site Class: D - Stiff Soil

Conclusion

Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report.

If you have any questions or require additional information, please contact American Tower via email at [email protected]. Please include the American Tower site name, site number, and engineering number in the subject line for any questions.

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Existing and Reserved Equipment

Elevation¹ (ft)Mount RAD

Qty Antenna Mount Type Lines Carrier

6 Antel RWA-80017 ___ 2°3 CSS XP16-80-2300.0 300.03 CSS X7C-865-V

Sector Frames (12) 1 5/8" Coax Alltel

3 Commscope SBNHH-1D65C3 Kathrein 741 9893 Andrew HBX-6516DS-VTM1 Raycap DC6-48-60-18-8F

280.0 280.0

3 Ericsson RRUS-11

Sector Frames(12) 1 5/8" Coax

(1) 0.78" 8 AWG 6(1) 0.39" Fiber Trunk

AT&T Mobility

Equipment to be Removed



No loading considered as to be removed

Proposed Equipment



280.0 280.0 3 Ericsson RRUS 32 B66 Sector Frames (1) 0.78" 8 AWG 6 AT&T Mobility1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL).

Install proposed coax alongside existing AT&T Mobility coax.

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Structure Usages

Structural Component Controlling Usage Pass/Fail

Legs 82% PassDiagonals 99% Pass

Horizontals 98% PassAnchor Bolts 58% Pass

Leg Bolts 59% Pass

Foundations

Reaction Component Original Design Reactions

Factored Design Reactions* Analysis Reactions % of Design

Uplift (Kips) 710.5 0.0 602.4 63%Axial (Kips) 796.2 0.0 723.6 67%Shear (Kips) 70.7 0.0 65.0 68%

* The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1

The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required.

Deflection, Twist and Sway*

Antenna Elevation

(ft)Antenna Carrier Deflection

(ft) Twist (°) Sway (Rotation) (°)

280.0 Ericsson RRUS 32 B66 AT&T Mobility 0.595 0.006 0.284*Deflection, Twist and Sway was evaluated considering a design wind speed of 60 mph (3-Second Gust) per ANSI/TIA-222-G

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Standard Conditions

All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to:

-- Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information.

-- Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure.

It is the responsibility of the client to ensure that the information provided to A.T. Engineering Services, PLLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition.

Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement.

All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. A.T. Engineering Services, PLLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply.

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Job InformationTower :Code :Client :

Location : Northwest NC, NCAT&T MobilityANSI/TIA-222-G419249

© 2007 - 2017 by ATC IP LLC. All rights reserved.Shape : Triangle Base Width : 27.90 ft 4.50 ft Top Width :

Sections PropertiesSection Leg Members Diagonal Members Horizontal Members

Loads: 123 mph no iceSite Class: D Ss: 0.23 S1: 0.1060 mph Serviceability1 DAE 36 ksi 3.5x3.5x0.25DAE 36 ksi 3.5x3.5x0.25SOL 50 ksi 5 1/2" SOLID2 DAE 36 ksi 3X3X0.25DAE 36 ksi 3X3X0.25SOL 50 ksi 5 1/2" SOLID3 SAE 36 ksi 5X5X0.3125SOL 50 ksi 5 1/2" SOLID4 SAE 36 ksi 4X4X0.375SOL 50 ksi 5 1/4" SOLID5 SAE 36 ksi 4X4X0.375SOL 50 ksi 5" SOLID6 SAE 36 ksi 4X4X0.25SOL 50 ksi 5" SOLID7 SAE 36 ksi 3.5x3.5x0.25SOL 50 ksi 4 3/4" SOLID8 SAE 36 ksi 3.5x3.5x0.25SOL 50 ksi 4 1/2" SOLID9 SAE 36 ksi 3X3X0.1875SOL 50 ksi 4" SOLID10 SAE 36 ksi 2.5X2.5X0.25SOL 50 ksi 3 3/4" SOLID11 SAE 36 ksi 2.5X2.5X0.1875SOL 50 ksi 3 1/2" SOLID12 SAE 36 ksi 2.5X2.5X0.1875SOL 50 ksi 3 1/4" SOLID13 SAE 36 ksi 2X2X0.1875SAE 36 ksi 2X2X0.1875SOL 50 ksi 3" SOLID14 SAE 36 ksi 2X2X0.1875SOL 50 ksi 2 1/2" SOLID15 SAE 36 ksi 2X2X0.1875SAE 36 ksi 2X2X0.1875SOL 50 ksi 1 3/4" SOLID

Discrete AppurtenanceElev (ft) Type DescriptionQty300.00 Antel RWA-80017 ___ 2°6Panel300.00 CSS XP16-80-23Panel300.00 CSS X7C-865-V3Panel300.00 Flat Light Sector Frames3Mounting Frame280.00 Commscope SBNHH-1D65C3Panel280.00 Kathrein Scala 741 9893Panel280.00 Andrew HBX-6516DS-VTM3Panel280.00 Raycap DC6-48-60-18-8F1Whip280.00 Ericsson RRUS-113Panel280.00 Ericsson RRUS 32 B663Panel280.00 Flat Light Sector Frames3Mounting Frame

Linear AppurtenanceElev (ft)From DescriptionTo Qty0.00 300.00 Waveguide10.00 300.00 Climbing Ladder10.00 300.00 1 5/8" Coax120.00 280.00 Waveguide10.00 280.00 1 5/8" Coax120.00 280.00 0.78" 8 AWG 610.00 280.00 0.78" 8 AWG 610.00 280.00 0.39" Fiber Trunk1

Vertical (kip)Global Base Foundation Design Loads

Horizontal (kip)Load Case Moment (k-ft)DL + WLDL + WL + IL

16,573.770.00

113.190.00

107.760.00

Uplift (kip)Individual Base Foundation Design Loads

Horizontal (kip)Vertical (kip)602.38 65.05723.65

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Job InformationTower :Code :Client :

Location : Northwest NC, NCAT&T MobilityANSI/TIA-222-G419249

© 2007 - 2017 by ATC IP LLC. All rights reserved.Shape : Triangle Base Width : 27.90 ft 4.50 ft Top Width :

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3/12/2017 11:40:53 AM© 2007 - 2017 by ATC IP LLC. All rights reserved.Site Number: 419249

Site Name:Code: ANSI/TIA-222-G

Northwest NC, NCCustomer: AT&T Mobility

Engineering Number: OAA697812_C3_01

Analysis ParametersHeight (ft):

Bottom Face Width (ft): 27.90Top Face Width (ft): 4.50

Shape: Triangle

Tower Type: Self Support

300Base Elevation (ft): 0.00

Location:Code: ANSI/TIA-222-G

Tower Manufacturer: CellXion

Brunswick County, NC

Anchor Bolt Detail Type dIce & Wind Parameters

Structure Class:Exposure Category:

Design Ice Thickness:

IIB

0.00 inTopographic Category: 1

0.0 ftCrest Height:

Design Windspeed Without Ice:Design Windspeed With Ice:Operational Windspeed:

123 mph0 mph

60 mph

Seismic Parameters

(sec): 8

D - Stiff SoilSite Class:

S 0.234

Analysis Method: Equivalent Modal Analysis & Equivalent Lateral Force Methods

S 0.250 :d1S 0.155

:1S 0.097p: 1.3

1.11Period Based on Rayleigh Method (sec):

F 2.400F 1.600 , Min: 0.030, Max: 0.046: 0.046TL

a:S:

ds :V : CS

CSCS

Load Cases1.2D + 1.6W Normal 123 mph Normal to Face with No Ice1.2D + 1.6W 60 deg 123 mph 60 degree with No Ice1.2D + 1.6W 90 deg 123 mph 90 degree with No Ice1.2D + 1.6W 120 deg 123 mph 120 degree with No Ice1.2D + 1.6W 180 deg 123 mph 180 degree with No Ice1.2D + 1.6W 210 deg 123 mph 210 degree with No Ice1.2D + 1.6W 240 deg 123 mph 240 degree with No Ice1.2D + 1.6W 300 deg 123 mph 300 degree with No Ice1.2D + 1.6W 330 deg 123 mph 330 degree with No Ice0.9D + 1.6W Normal 123 mph Normal to Face with No Ice (Reduced DL)0.9D + 1.6W 60 deg 123 mph 60 deg with No Ice (Reduced DL)0.9D + 1.6W 90 deg 123 mph 90 deg with No Ice (Reduced DL)0.9D + 1.6W 120 deg 123 mph 120 deg with No Ice (Reduced DL)0.9D + 1.6W 180 deg 123 mph 180 deg with No Ice (Reduced DL)0.9D + 1.6W 210 deg 123 mph 210 deg with No Ice (Reduced DL)0.9D + 1.6W 240 deg 123 mph 240 deg with No Ice (Reduced DL)0.9D + 1.6W 300 deg 123 mph 300 deg with No Ice (Reduced DL)0.9D + 1.6W 330 deg 123 mph 330 deg with No Ice (Reduced DL)(1.2 + 0.2Sds) * DL + E Normal Seismic Normal(1.2 + 0.2Sds) * DL + E 60 deg Seismic 60 deg(1.2 + 0.2Sds) * DL + E 90 deg Seismic 90 deg

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Analysis Parameters(1.2 + 0.2Sds) * DL + E 120 deg Seismic 120 deg(1.2 + 0.2Sds) * DL + E 180 deg Seismic 180 deg(1.2 + 0.2Sds) * DL + E 210 deg Seismic 210 deg(1.2 + 0.2Sds) * DL + E 240 deg Seismic 240 deg(1.2 + 0.2Sds) * DL + E 300 deg Seismic 300 deg(1.2 + 0.2Sds) * DL + E 330 deg Seismic 330 deg(0.9 - 0.2Sds) * DL + E Normal Seismic (Reduced DL) Normal(0.9 - 0.2Sds) * DL + E 60 deg Seismic (Reduced DL) 60 deg(0.9 - 0.2Sds) * DL + E 90 deg Seismic (Reduced DL) 90 deg(0.9 - 0.2Sds) * DL + E 120 deg Seismic (Reduced DL) 120 deg(0.9 - 0.2Sds) * DL + E 180 deg Seismic (Reduced DL) 180 deg(0.9 - 0.2Sds) * DL + E 210 deg Seismic (Reduced DL) 210 deg(0.9 - 0.2Sds) * DL + E 240 deg Seismic (Reduced DL) 240 deg(0.9 - 0.2Sds) * DL + E 300 deg Seismic (Reduced DL) 300 deg(0.9 - 0.2Sds) * DL + E 330 deg Seismic (Reduced DL) 330 deg1.0D + 1.0W Service Normal Serviceability - 60 mph Wind Normal1.0D + 1.0W Service 60 deg Serviceability - 60 mph Wind 60 deg1.0D + 1.0W Service 90 deg Serviceability - 60 mph Wind 90 deg1.0D + 1.0W Service 120 deg Serviceability - 60 mph Wind 120 deg1.0D + 1.0W Service 180 deg Serviceability - 60 mph Wind 180 deg1.0D + 1.0W Service 210 deg Serviceability - 60 mph Wind 210 deg1.0D + 1.0W Service 240 deg Serviceability - 60 mph Wind 240 deg1.0D + 1.0W Service 300 deg Serviceability - 60 mph Wind 300 deg1.0D + 1.0W Service 330 deg Serviceability - 60 mph Wind 330 deg

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Tower Loading

(ft)Orient.FactorElevation(ft) Description Wt.(lb) (sf)EPA K Vert.Ecc.QtyDiscrete Appurtenance Properties

Length(ft) Depth(in)Width(in)1.2D + 1.6W

M(lb-ft) Q (WL) (DL)(lb)a u (psf)z (lb)Fa Pa

300.0 CSS XP16-80-2 3 10 3.1 0.80 0.70 0.04.0 6.7 4.1 0.0 44.53 319 45300.0 Antel RWA-80017 6 31 10.9 0.80 0.69 0.08.0 11.2 6.3 0.0 44.53 2188 268300.0 CSS X7C-865-V 3 37 11.9 0.80 0.69 0.08.0 12.5 7.1 0.0 44.53 1189 158300.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 44.53 1634 1728280.0 Raycap DC6-48-60- 1 20 1.1 0.80 1.00 0.02.0 9.7 9.7 0.0 43.66 53 29280.0 Ericsson RRUS 32 3 53 2.7 0.80 0.50 0.02.3 12.1 7.0 0.0 43.66 195 229280.0 Kathrein Scala 741 3 17 3.1 0.80 0.66 0.04.3 6.1 2.7 0.0 43.66 295 71280.0 Andrew HBX- 3 10 3.4 0.80 0.67 0.04.3 6.6 3.3 0.0 43.66 321 43280.0 Ericsson RRUS-11 3 55 3.8 0.80 0.50 0.02.1 18.2 6.7 0.0 43.66 270 238280.0 Commscope SBNHH- 3 50 11.4 0.80 0.70 0.08.0 11.9 7.1 0.0 43.66 1142 214280.0 Flat Light Sector 3 400 17.9 0.75 0.67 0.00.0 0.0 0.0 0.0 43.66 1602 1728Totals 34 3299 292.4


Length(ft) Depth(in)Width(in)0.9D + 1.6W




Length(ft) Depth(in)Width(in)1.0D + 1.0W Service



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Tower Loading

Qty Zone(ft) In BlockFrom(ft) Description (lb/ft)WeightElev OutOfPctLinear Appurtenance Properties

Width(in) Spread OnFaces BundlingArrangementArrangement ClusterDia (in) Spacing(in) FactorOrientation KaOverride(ft)ElevTo

0.00 300.0 1 5/8" Coax 12 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N0.00 300.0 Climbing Ladder 1 2.00 6.90 Lin App Individual0 0.00 0.00 1.00 0.00N0.00 300.0 Waveguide 1 2.00 6.00 Lin App Individual0 0.00 0.00 1.00 0.00N0.00 280.0 0.39" Fiber Trunk 1 0.39 0.06 Lin App Individual0 0.00 0.00 1.00 0.01N0.00 280.0 0.78" 8 AWG 6 1 0.78 0.59 Lin App Individual0 0.00 0.00 1.00 0.01N0.00 280.0 0.78" 8 AWG 6 1 0.78 0.59 Lin App Individual0 0.00 0.00 1.00 0.01N0.00 280.0 1 5/8" Coax 12 1.98 0.82 Lin App Block50 0.00 0.00 1.00 0.00N0.00 280.0 Waveguide 1 2.00 6.00 Lin App Individual0 0.00 0.00 1.00 0.00N

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Equivalent Lateral Force Method

Spectral Response Acceleration for Short Period (SSpectral Response Acceleration at 1.0 Second Period (SLong-Period Transition Period (TImportance Factor (ISite Coefficient FSite Coefficient FResponse Modification Coefficient (R):Design Spectral Response Acceleration at Short Period (SDesign Spectral Response Acceleration at 1.0 Second Period (SSeismic Response Coefficient (CUpper Limit CLower Limit CPeriod based on Rayleigh Method (sec):Redundancy Factor (p):Seismic Force Distribution Exponent (k):Total Unfactored Dead Load:Seismic Base Shear (E):

0.230.10

81.001.602.403.000.250.160.050.050.03

1.301.31

94.335.70

1):

d1):

kk

1.11

(Based on ASCE7-10 Chapters 11, 12 & 15)

e):

s):

ds):

a:v:

s):ss:s:

- Seconds):L

Section (ft)Above Base Weight(lb) (lb-ft)W CHorizontalForce(lb) (lb)ForceVertical

LoadCase (1.2 + 0.2Sds) * DL + E Seismic Height

vxz

15 1,7740.0472,337,441,420 270290.0014 2,7990.0683,358,582,239 388270.0013 3,4580.0763,752,872,767 434250.0012 3,9230.0773,818,043,139 441230.0011 4,4030.0773,804,483,522 440210.0010 5,2820.0814,004,704,226 463190.009 5,7150.0763,747,564,573 433170.008 7,1310.0803,970,425,705 459150.007 7,8100.0733,607,186,248 417130.006 8,8630.0673,291,047,091 380110.005 10,6190.0623,033,878,496 35190.004 11,5110.0482,368,399,210 27470.003 12,7050.0341,684,3110,165 19550.002 13,2130.018898,74510,571 10430.001 14,5710.005235,99111,658 2710.00CSS XP16-80-2 390.00153,69931 6300.00Antel RWA-80017 ___ 2° 2320.006320,128186 37300.00CSS X7C-865-V 1370.004188,979110 22300.00Flat Light Sector Frames 1,5000.0422,065,341,200 239300.00Raycap DC6-48-60-18-8F 250.00131,45620 4280.00Ericsson RRUS 32 B66 1990.005250,073159 29280.00Kathrein Scala 741 989 620.00277,85349 9280.00Andrew HBX-6516DS-VTM 370.00146,71230 5280.00Ericsson RRUS-11 2060.005259,510165 30280.00

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Equivalent Lateral Force MethodCommscope SBNHH-1D65C 1860.005234,031149 27280.00Flat Light Sector Frames 1,5000.0381,887,341,200 218280.00

94,327 49,328,793 1.000 5,702 117,902

Section (ft)Above Base Weight(lb) (lb-ft)W CHorizontalForce(lb) (lb)ForceVertical

LoadCase (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Height

vxz

15 1,2070.0472,337,441,420 270290.0014 1,9040.0683,358,582,239 388270.0013 2,3520.0763,752,872,767 434250.0012 2,6680.0773,818,043,139 441230.0011 2,9940.0773,804,483,522 440210.0010 3,5920.0814,004,704,226 463190.009 3,8870.0763,747,564,573 433170.008 4,8500.0803,970,425,705 459150.007 5,3120.0733,607,186,248 417130.006 6,0280.0673,291,047,091 380110.005 7,2220.0623,033,878,496 35190.004 7,8290.0482,368,399,210 27470.003 8,6410.0341,684,3110,165 19550.002 8,9860.018898,74510,571 10430.001 9,9100.005235,99111,658 2710.00CSS XP16-80-2 270.00153,69931 6300.00Antel RWA-80017 ___ 2° 1580.006320,128186 37300.00CSS X7C-865-V 930.004188,979110 22300.00Flat Light Sector Frames 1,0200.0422,065,341,200 239300.00Raycap DC6-48-60-18-8F 170.00131,45620 4280.00Ericsson RRUS 32 B66 1350.005250,073159 29280.00Kathrein Scala 741 989 420.00277,85349 9280.00Andrew HBX-6516DS-VTM 250.00146,71230 5280.00Ericsson RRUS-11 1400.005259,510165 30280.00Commscope SBNHH-1D65C 1260.005234,031149 27280.00Flat Light Sector Frames 1,0200.0381,887,341,200 218280.00

94,327 49,328,792 1.000 5,702 80,186

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Equivalent Modal Analysis Method

Spectral Response Acceleration at 1.0 Second Period (SImportance Factor (ISite Coefficient FSite Coefficient FResponse Modification Coefficient (R):Design Spectral Response Acceleration at Short Period (SDesing Spectral Response Acceleration at 1.0 Second Period (SPeriod Based on Rayleigh Method (sec):Redundancy Factor (p):

Spectral Response Acceleration for Short Period (S 0.230.101.001.602.403.000.250.16

1.301.11

1):

d1 ):ds ):

(Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7)s):

e):a:v:

Section (ft)Height

Weight(lb) a b c S

HorizontalForce

(lb) (lb)Force

VerticalLoadCase (1.2 + 0.2Sds) * DL + E Seismic

Above Baseaz

15 1,7740.4360.9201.3891.7661,420 268290.0014 2,7990.2800.5800.5801.5312,239 271270.0013 3,4580.1680.3470.1381.3122,767 202250.0012 3,9230.0990.194-0.0641.1113,139 135230.0011 4,4030.0660.098-0.1210.9263,522 100210.0010 5,2820.0560.043-0.1030.7584,226 103190.009 5,7150.0580.015-0.0550.6074,573 116170.008 7,1310.0620.006-0.0060.4725,705 155150.007 7,8100.0630.0080.0310.3556,248 170130.006 8,8630.0580.0170.0550.2547,091 179110.005 10,6190.0510.0270.0660.1708,496 18890.004 11,5110.0440.0370.0710.1039,210 17470.003 12,7050.0370.0420.0710.05310,165 16250.002 13,2130.0290.0370.0630.01910,571 13430.001 14,5710.0140.0180.0330.00211,658 7310.00CSS XP16-80-2 390.5321.1401.9801.89031 7300.00Antel RWA-80017 ___ 2° 2320.5321.1401.9801.890186 43300.00CSS X7C-865-V 1370.5321.1401.9801.890110 25300.00Flat Light Sector Frames 1,5000.5321.1401.9801.8901,200 277300.00Raycap DC6-48-60-18-8F 250.3520.7350.9291.64620 3280.00Ericsson RRUS 32 B66 1990.3520.7350.9291.646159 24280.00Kathrein Scala 741 989 620.3520.7350.9291.64649 8280.00Andrew HBX-6516DS-VTM 370.3520.7350.9291.64630 5280.00Ericsson RRUS-11 2060.3520.7350.9291.646165 25280.00Commscope SBNHH-1D65C 1860.3520.7350.9291.646149 23280.00Flat Light Sector Frames 1,5000.3520.7350.9291.6461,200 183280.0094,327 28.524 16.574 12.094 6.117 3,052 117,902

Section (ft)Height

Weight(lb) a b c SHorizontal

Force(lb) (lb)ForceVertical

LoadCase (0.9 - 0.2Sds) * DL + E Seismic (Reduced DL) Above Base

az15 1,2070.4360.9201.3891.7661,420 268290.0014 1,9040.2800.5800.5801.5312,239 271270.0013 2,3520.1680.3470.1381.3122,767 202250.0012 2,6680.0990.194-0.0641.1113,139 135230.0011 2,9940.0660.098-0.1210.9263,522 100210.00

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Equivalent Modal Analysis Method10 3,5920.0560.043-0.1030.7584,226 103190.009 3,8870.0580.015-0.0550.6074,573 116170.008 4,8500.0620.006-0.0060.4725,705 155150.007 5,3120.0630.0080.0310.3556,248 170130.006 6,0280.0580.0170.0550.2547,091 179110.005 7,2220.0510.0270.0660.1708,496 18890.004 7,8290.0440.0370.0710.1039,210 17470.003 8,6410.0370.0420.0710.05310,165 16250.002 8,9860.0290.0370.0630.01910,571 13430.001 9,9100.0140.0180.0330.00211,658 7310.00CSS XP16-80-2 270.5321.1401.9801.89031 7300.00Antel RWA-80017 ___ 2° 1580.5321.1401.9801.890186 43300.00CSS X7C-865-V 930.5321.1401.9801.890110 25300.00Flat Light Sector Frames 1,0200.5321.1401.9801.8901,200 277300.00Raycap DC6-48-60-18-8F 170.3520.7350.9291.64620 3280.00Ericsson RRUS 32 B66 1350.3520.7350.9291.646159 24280.00Kathrein Scala 741 989 420.3520.7350.9291.64649 8280.00Andrew HBX-6516DS-VTM 250.3520.7350.9291.64630 5280.00Ericsson RRUS-11 1400.3520.7350.9291.646165 25280.00Commscope SBNHH-1D65C 1260.3520.7350.9291.646149 23280.00Flat Light Sector Frames 1,0200.3520.7350.9291.6461,200 183280.00

94,327 28.524 16.574 12.094 6.117 3,052 80,186

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Force/Stress Summary Section: 20.000Height (ft):0.00Bot Elev (ft):1 600729

DIAGHORIZLEG SOL - 5 1/2" SOLIDDAE - 3.5x3.5x0.25

DAE - 3.5x3.5x0.25 -21.12-15.81-700.27 1.2D + 1.6W 1.2D + 1.6W 90

1.2D + 1.6W 90 17.1613.5010.01 5067

50 10010050 50 43.7 50.0 929.81 0 0 0.00 0.00 75 Member XMember Y

Member Y6148.7248.702234.2536.0149.32567 186.7 36.0 21.92 2 2 48.70 48.72 72

Max Compression Member (kip)Pu

Load Case (ft)Len

XBracing %

Y Z KL/R (ksi)F'y Phic Pn

(kip) BoltsNum Num

Holes (kip)phiRnvShear BearphiRn

(kip) %Use

Controls

DIAGHORIZLEG SOL - 5 1/2" SOLID

DAE - 3.5x3.5x0.25DAE - 3.5x3.5x0.25 19.92

16.39584.74 0.9D + 1.6W 60

1.2D + 1.6W 90 0.9D + 1.6W 90 36

3650 65

5858 93.96

022

1,069.193.96

022 48.70

48.700.00 0.00

29.5829.58 67

5554 MemberBolt BearBolt Bear

Controls%Use(kip)phiRnBear(kip)phiRnvShear

HolesNumBoltsNum(kip)Phit Pn(ksi)Fu(ksi)FyLoad Case(kip)PuMax Tension Member

Bolt TypeBolts%(kip)Max Splice Forces Pu(kip) Load CaseTop TensionTop CompressionBot CompressionBot Tension

phiRnt Use

673.81 1.2D + 1.6W 120 0.00 0564.45 0.9D + 1.6W 60 0.00 0

725.09 1.2D + 1.6W 120 1039.28 82605.09 0.9D + 1.6W 60 1039.28 6808 2" A572 GR. 50

Num

8 2" A572 GR. 50Section: 20.000Height (ft):20.00Bot Elev (ft):2 600729

DIAGHORIZLEG SOL - 5 1/2" SOLIDDAE - 3X3X0.25

DAE - 3X3X0.25 -21.27-15.53-649.67 1.2D + 1.6W 0.9D + 1.6W 90

1.2D + 1.6W 90 16.4412.6010.01 5067

50 10010050 50 43.7 50.0 929.81 0 0 0.00 0.00 69 Member XMember Y

Member Y8848.7248.702224.0136.0164.62567 202.8 36.0 15.82 2 2 48.70 48.72 98


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


DAE - 3X3X0.25DAE - 3X3X0.25 19.74

16.06546.29 0.9D + 1.6W 60

1.2D + 1.6W 90 0.9D + 1.6W 90 36

3650 65

5858 77.65

022

1,069.177.65

022 48.70

48.700.00 0.00

29.5829.58 66





phiRnt Use

622.22 1.2D + 1.6W 0.00 0525.42 0.9D + 1.6W 180 0.00 0

673.81 1.2D + 1.6W 120 0.00 0564.45 0.9D + 1.6W 60 1011.76 5608 1 1/2 A325

Num

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SAE - 5X5X0.3125 -15.820.00-614.27 1.2D + 1.6W

1.2D + 1.6W 90 24.910.0006.68 1000

50 500100 100 58.3 50.0 834.14 0 0 0.00 0.00 73 Member X

Bolt Shear6430.4524.351130.2735.9150.4500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 5X5X0.3125 15.450.00513.99 1.2D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 88.66001

1,069.10.00 001 24.35

0.000.00 0.000.0018.49 83

048 MemberBolt Bear




phiRnt Use

571.25 1.2D + 1.6W 0.00 0486.38 0.9D + 1.6W 180 0.00 0

622.22 1.2D + 1.6W 0.00 0525.42 0.9D + 1.6W 180 1011.76 5208 1 1/2 A325

Num

Section: 20.000Height (ft):60.00Bot Elev (ft):4 600729


SAE - 4X4X0.375 -14.390.00-563.16 1.2D + 1.6W

1.2D + 1.6W 90 23.180.0006.68 1000

50 500100 100 61.0 50.0 741.89 0 0 0.00 0.00 75 Member X

Member Z7136.5424.351120.2736.0178.5500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 4X4X0.375 14.190.00481.50 0.9D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 81.07001

974.160.00 001 24.35

0.000.00 0.000.0022.18 63

049 MemberBolt Bear




phiRnt Use

521.14 1.2D + 1.6W 0.00 0447.93 0.9D + 1.6W 180 0.00 0

571.25 1.2D + 1.6W 0.00 0486.38 0.9D + 1.6W 180 1011.76 48

08 1 1/2 A325

Num

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DIAGHORIZLEG SOL - 5" SOLID

SAE - 4X4X0.375 -13.260.00-513.11 1.2D + 1.6W

1.2D + 1.6W 90 21.460.0006.68 1000

50 500100 100 64.1 50.0 654.38 0 0 0.00 0.00 78 Member X

Member Z5636.5424.351123.6536.0165.3500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 4X4X0.375 13.010.00442.89 0.9D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 81.07001

883.580.00 001 24.35

0.000.00 0.000.0022.18 58

050 MemberBolt Bear




phiRnt Use

471.96 1.2D + 1.6W 0.00 0409.58 0.9D + 1.6W 180 0.00 0

521.14 1.2D + 1.6W 0.00 0447.93 0.9D + 1.6W 180 758.82 5906 1 1/2 A325

Num



SAE - 4X4X0.25 -11.890.00-464.16 1.2D + 1.6W

1.2D + 1.6W 90 19.760.0006.68 1000

50 500100 100 64.1 50.0 654.37 0 0 0.00 0.00 70 Member X

Member Z6024.3624.351119.7135.7149.1500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 4X4X0.25 11.650.00401.01 1.2D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 55.14001

883.580.00 001 24.35

0.000.00 0.000.0014.79 78

045 MemberBolt Bear




phiRnt Use

424.65 1.2D + 1.6W 0.00 0371.95 0.9D + 1.6W 180 0.00 0

471.96 1.2D + 1.6W 0.00 0409.58 0.9D + 1.6W 180 758.82 54

06 1 1/2 A325

Num

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SAE - 3.5x3.5x0.25 -10.630.00-417.10 1.2D + 1.6W

1.2D + 1.6W 90 18.070.0006.68 1000

50 500100 100 67.5 50.0 571.74 0 0 0.00 0.00 72 Member X

Member Z6924.3624.351115.3736.0157.6500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 3.5x3.5x0.25 10.430.00363.92 1.2D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 46.98001

797.450.00 001 24.35

0.000.00 0.000.0014.79 70

045 MemberBolt Bear




phiRnt Use

378.89 1.2D + 1.6W 0.00 0334.81 0.9D + 1.6W 180 0.00 0

424.65 1.2D + 1.6W 0.00 0371.95 0.9D + 1.6W 180 758.82 4906 1 1/2 A325

Num



SAE - 3.5x3.5x0.25 -9.470.00-371.48 1.2D + 1.6W

1.2D + 1.6W 90 16.410.0006.68 1000

50 500100 100 71.2 50.0 493.98 0 0 0.00 0.00 75 Member X

Member Z5024.3624.351118.6236.0143.2500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 3.5x3.5x0.25 9.250.00329.60 0.9D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 46.98001

715.680.00 001 24.35

0.000.00 0.000.0014.79 62

046 MemberBolt Bear




phiRnt Use

334.45 1.2D + 1.6W 0.00 0298.22 0.9D + 1.6W 180 0.00 0

378.89 1.2D + 1.6W 0.00 0334.81 0.9D + 1.6W 180 758.82 44

06 1 1/2 A325

Num

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SAE - 3X3X0.1875 -7.860.00-329.13 1.2D + 1.6W

1.2D + 1.6W 90 14.180.0005.01 1000

50 500100 100 60.1 50.0 434.29 0 0 0.00 0.00 75 Member X

Member Z6518.2724.351112.0736.0142.8500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 3X3X0.1875 7.650.00294.75 0.9D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 29.44001

565.470.00 001 24.35

0.000.00 0.000.0011.09 68

052 MemberBolt Bear




phiRnt Use

292.14 1.2D + 1.6W 0.00 0262.99 0.9D + 1.6W 180 0.00 0

334.45 1.2D + 1.6W 0.00 0298.22 0.9D + 1.6W 180 623.64 4806 1 3/8 A325

Num



SAE - 2.5X2.5X0.25 -6.790.00-287.12 1.2D + 1.6W

1.2D + 1.6W 90 12.510.0005.01 1000

50 500100 100 64.1 50.0 368.10 0 0 0.00 0.00 78 Member X

Member Z5924.3624.351111.4936.0152.9500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 2.5X2.5X0.25 6.640.00259.21 0.9D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 30.67001

497.020.00 001 24.35

0.000.00 0.000.0014.79 44

052 MemberBolt Bear




phiRnt Use

251.18 1.2D + 1.6W 0.00 0227.99 0.9D + 1.6W 180 0.00 0

292.14 1.2D + 1.6W 0.00 0262.99 0.9D + 1.6W 180 623.64 42

06 1 3/8 A325

Num

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SAE - 2.5X2.5X0.1875 -5.860.00-246.18 1.2D + 1.6W

1.2D + 1.6W 90 10.890.0005.01 1000

50 500100 100 68.7 50.0 306.70 0 0 0.00 0.00 80 Member X

Member Z5018.2724.351111.6736.0132.0500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 2.5X2.5X0.1875 5.670.00223.19 1.2D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 23.31001

432.950.00 001 24.35

0.000.00 0.000.0011.09 51

051 MemberBolt Bear




phiRnt Use

210.81 1.2D + 1.6W 0.00 0192.88 0.9D + 1.6W 180 0.00 0

251.18 1.2D + 1.6W 0.00 0227.99 0.9D + 1.6W 180 623.64 3706 1 3/8 A325

Num



SAE - 2.5X2.5X0.1875 -5.150.00-205.70 1.2D + 1.6W

1.2D + 1.6W 90 9.3290.0005.01 1000

50 500100 100 73.9 50.0 250.29 0 0 0.00 0.00 82 Member X

Member Z3518.2724.351114.6036.0114.8500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 2.5X2.5X0.1875 4.960.00188.12 1.2D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 23.31001

373.320.00 001 24.35

0.000.00 0.000.0011.09 44

050 MemberBolt Bear




phiRnt Use

169.50 1.2D + 1.6W 0.00 0156.23 0.9D + 1.6W 180 0.00 0

210.81 1.2D + 1.6W 0.00 0192.88 0.9D + 1.6W 180 623.64 31

06 1 3/8 A325

Num

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DIAGHORIZLEG SOL - 3" SOLIDSAE - 2X2X0.1875

SAE - 2X2X0.1875 -4.19-0.48-165.28 1.2D + 1.6W 1.2D + 1.6W 60

1.2D + 1.6W 90 7.3144.5004.01 100100

50 50100100 100 64.1 50.0 235.59 0 0 0.00 0.00 70 Member XMember ZMember Z3513.0512.431111.7536.0113.550

100 137.1 36.0 8.60 1 1 12.43 13.05 5Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 3" SOLIDSAE - 2X2X0.1875

SAE - 2X2X0.1875 4.050.32152.89 0.9D + 1.6W 60 0.9D + 1.6W

1.2D + 1.6W 90 363650 6558

58 18.74011

318.1018.74 011 12.43

12.430.00 0.007.837.83 51





phiRnt Use

125.21 1.2D + 1.6W 120 0.00 0116.13 0.9D + 1.6W 300 0.00 0

169.50 1.2D + 1.6W 0.00 0156.23 0.9D + 1.6W 180 623.64 2506 1 3/8 A325

Num



SAE - 2X2X0.1875 -8.010.00-114.89 1.2D + 1.6W

1.2D + 1.6W 90 6.0210.0004.00 1000

50 500100 100 76.8 50.0 143.55 0 0 0.00 0.00 80 Member X

Bolt Shear6413.0512.431113.8636.098.8500 0.0 0.0 0.00 0 0 0.00 0.00 0


Load Case (ft)Len

XBracing %


(kip) BoltsNum Num


(kip) %Use

Controls


SAE - 2X2X0.1875 7.810.00106.48 1.2D + 1.6W 60

1.2D + 1.6W 90 36050 650

58 18.74001

220.950.00 001 12.43

0.000.00 0.000.007.83 99

048 MemberBolt Bear




phiRnt Use

41.32 1.2D + 1.6W 120 0.00 036.81 0.9D + 1.6W 300 0.00 0

125.21 1.2D + 1.6W 120 0.00 0116.13 0.9D + 1.6W 300 623.64 19

06 1 3/8 A325

Num

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DIAGHORIZLEG SOL - 1 3/4" SOLIDSAE - 2X2X0.1875

SAE - 2X2X0.1875 -4.02-0.88-35.37 1.2D + 1.6W 1.2D + 1.6W 60

1.2D + 1.6W 90 6.0214.5004.00 100100

50 50100100 100 109.7 50.0 44.89 0 0 0.00 0.00 78 Member XMember ZBolt Shear3213.0512.431113.8636.098.850

100 137.1 36.0 8.60 1 1 12.43 13.05 10Max Compression Member (kip)

PuLoad Case (ft)

LenXBracing %


(kip) BoltsNum Num


(kip) %Use

Controls

DIAGHORIZLEG SOL - 1 3/4" SOLIDSAE - 2X2X0.1875

SAE - 2X2X0.1875 3.990.9132.55 0.9D + 1.6W 60 1.2D + 1.6W

1.2D + 1.6W 90 363650 6558

58 18.74011

108.2418.74 011 12.43

12.430.00 0.007.837.83 50





phiRnt Use

0.66 1.2D + 1.6W 180 0.00 00.00 0.00 0

41.32 1.2D + 1.6W 120 0.00 036.81 0.9D + 1.6W 300 218.08 1704 1 A325

Num

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Detailed Reactions

Load Case Node (kip)FX FY(kip) (kip)FZ (-) = Uplift (+) = Down1.2D + 1.6W Normal 1 0.00 723.65 -65.05 1a 20.39 -305.23 -21.35 1b -20.39 -305.23 -21.351.2D + 1.6W 60 deg 1 -6.98 353.49 -31.20 1a -30.51 353.49 9.56 1b -46.69 -593.78 -26.961.2D + 1.6W 90 deg 1 -8.53 37.73 -3.03 1a -47.93 596.42 22.95 1b -43.39 -520.95 -19.931.2D + 1.6W 120 deg 1 -8.30 -305.23 28.34 1a -56.33 723.65 32.52 1b -28.69 -305.23 -6.981.2D + 1.6W 180 deg 1 0.00 -593.78 53.91 1a -23.53 353.49 21.65 1b 23.53 353.49 21.651.2D + 1.6W 210 deg 1 4.44 -520.95 47.54 1a 1.64 37.73 8.90 1b 43.84 596.41 30.031.2D + 1.6W 240 deg 1 8.30 -305.23 28.34 1a 28.69 -305.23 -6.98 1b 56.33 723.65 32.521.2D + 1.6W 300 deg 1 6.98 353.49 -31.20 1a 46.69 -593.78 -26.96 1b 30.51 353.49 9.561.2D + 1.6W 330 deg 1 4.09 596.41 -52.98 1a 38.95 -520.95 -27.61 1b 6.88 37.73 -5.870.9D + 1.6W Normal 1 0.00 713.32 -64.28 1a 21.03 -314.21 -21.74 1b -21.03 -314.21 -21.740.9D + 1.6W 60 deg 1 -6.99 343.64 -30.45 1a -29.86 343.64 9.17 1b -47.33 -602.38 -27.320.9D + 1.6W 90 deg 1 -8.54 28.30 -2.27 1a -47.27 586.25 22.56 1b -44.03 -529.65 -20.290.9D + 1.6W 120 deg 1 -8.31 -314.21 29.08 1a -55.67 713.32 32.14 1b -29.34 -314.21 -7.340.9D + 1.6W 180 deg 1 0.00 -602.38 54.65 1a -22.87 343.64 21.28 1b 22.87 343.64 21.280.9D + 1.6W 210 deg 1 4.45 -529.65 48.28 1a 2.30 28.30 8.53

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1b 43.18 586.25 29.650.9D + 1.6W 240 deg 1 8.31 -314.21 29.08 1a 29.34 -314.21 -7.34 1b 55.67 713.32 32.140.9D + 1.6W 300 deg 1 6.99 343.64 -30.45 1a 47.33 -602.38 -27.32 1b 29.86 343.64 9.170.9D + 1.6W 330 deg 1 4.09 586.25 -52.22 1a 39.59 -529.65 -27.99 1b 6.24 28.30 -6.26(1.2 + 0.2Sds) * DL + E Normal M1 1 0.00 82.28 -6.53 1a -1.41 16.35 0.44 1b 1.41 16.35 0.44(1.2 + 0.2Sds) * DL + E Normal M2 1 0.00 62.14 -4.94 1a -2.02 26.42 0.97 1b 2.02 26.42 0.97(1.2 + 0.2Sds) * DL + E 60 deg M1 1 -0.32 60.30 -4.83 1a -4.35 60.30 2.14 1b -0.23 -5.62 -0.13(1.2 + 0.2Sds) * DL + E 60 deg M2 1 -0.16 50.23 -4.04 1a -3.58 50.23 1.88 1b 1.15 14.52 0.66(1.2 + 0.2Sds) * DL + E 90 deg M1 1 -0.37 38.33 -3.13 1a -5.35 76.39 2.88 1b 0.07 0.27 0.26(1.2 + 0.2Sds) * DL + E 90 deg M2 1 -0.19 38.33 -3.13 1a -4.12 58.95 2.27 1b 1.31 17.71 0.87(1.2 + 0.2Sds) * DL + E 120 deg M1 1 -0.32 16.35 -1.44 1a -5.66 82.28 3.27 1b 1.08 16.35 1.00(1.2 + 0.2Sds) * DL + E 120 deg M2 1 -0.16 26.42 -2.23 1a -4.28 62.14 2.47 1b 1.85 26.42 1.26(1.2 + 0.2Sds) * DL + E 180 deg M1 1 0.00 -5.62 0.26 1a -4.02 60.30 2.70 1b 4.02 60.30 2.70(1.2 + 0.2Sds) * DL + E 180 deg M2 1 0.00 14.52 -1.33 1a -3.41 50.23 2.16 1b 3.41 50.23 2.16(1.2 + 0.2Sds) * DL + E 210 deg M1 1 0.19 0.27 -0.19 1a -2.53 38.33 1.89 1b 5.17 76.39 3.20(1.2 + 0.2Sds) * DL + E 210 deg M2 1 0.10 17.71 -1.57 1a -2.62 38.33 1.73 1b 4.02 58.95 2.43(1.2 + 0.2Sds) * DL + E 240 deg M1 1 0.32 16.35 -1.44 1a -1.08 16.35 1.00 1b 5.66 82.28 3.27

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(1.2 + 0.2Sds) * DL + E 240 deg M2 1 0.16 26.42 -2.23 1a -1.85 26.42 1.26 1b 4.28 62.14 2.47(1.2 + 0.2Sds) * DL + E 300 deg M1 1 0.32 60.30 -4.83 1a 0.23 -5.62 -0.13 1b 4.35 60.30 2.14(1.2 + 0.2Sds) * DL + E 300 deg M2 1 0.16 50.23 -4.04 1a -1.15 14.52 0.66 1b 3.58 50.23 1.88(1.2 + 0.2Sds) * DL + E 330 deg M1 1 0.19 76.39 -6.08 1a -0.26 0.27 -0.07 1b 2.90 38.33 1.24(1.2 + 0.2Sds) * DL + E 330 deg M2 1 0.09 58.95 -4.70 1a -1.41 17.71 0.70 1b 2.81 38.33 1.40(0.9 - 0.2Sds) * DL + E Normal M1 1 0.00 69.94 -5.53 1a -0.54 4.13 -0.06 1b 0.54 4.13 -0.06(0.9 - 0.2Sds) * DL + E Normal M2 1 0.00 49.83 -3.94 1a -1.15 14.18 0.47 1b 1.15 14.18 0.47(0.9 - 0.2Sds) * DL + E 60 deg M1 1 -0.32 48.00 -3.83 1a -3.48 48.01 1.63 1b -1.10 -17.81 -0.63(0.9 - 0.2Sds) * DL + E 60 deg M2 1 -0.16 37.95 -3.03 1a -2.71 37.95 1.37 1b 0.28 2.30 0.16(0.9 - 0.2Sds) * DL + E 90 deg M1 1 -0.37 26.07 -2.13 1a -4.49 64.06 2.37 1b -0.80 -11.93 -0.24(0.9 - 0.2Sds) * DL + E 90 deg M2 1 -0.19 26.07 -2.13 1a -3.25 46.65 1.76 1b 0.45 5.49 0.37(0.9 - 0.2Sds) * DL + E 120 deg M1 1 -0.32 4.13 -0.43 1a -4.79 69.94 2.76 1b 0.21 4.13 0.50(0.9 - 0.2Sds) * DL + E 120 deg M2 1 -0.17 14.18 -1.23 1a -3.41 49.84 1.97 1b 0.98 14.18 0.76(0.9 - 0.2Sds) * DL + E 180 deg M1 1 0.00 -17.81 1.27 1a -3.15 48.01 2.20 1b 3.15 48.01 2.20(0.9 - 0.2Sds) * DL + E 180 deg M2 1 0.00 2.30 -0.33 1a -2.54 37.95 1.66 1b 2.54 37.95 1.66(0.9 - 0.2Sds) * DL + E 210 deg M1 1 0.19 -11.93 0.81 1a -1.66 26.07 1.39 1b 4.30 64.06 2.70

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(0.9 - 0.2Sds) * DL + E 210 deg M2 1 0.10 5.48 -0.57 1a -1.75 26.07 1.23 1b 3.15 46.65 1.93(0.9 - 0.2Sds) * DL + E 240 deg M1 1 0.32 4.13 -0.43 1a -0.21 4.13 0.50 1b 4.79 69.94 2.76(0.9 - 0.2Sds) * DL + E 240 deg M2 1 0.17 14.18 -1.23 1a -0.98 14.18 0.76 1b 3.41 49.84 1.97(0.9 - 0.2Sds) * DL + E 300 deg M1 1 0.32 48.00 -3.83 1a 1.10 -17.81 -0.63 1b 3.48 48.01 1.63(0.9 - 0.2Sds) * DL + E 300 deg M2 1 0.16 37.95 -3.03 1a -0.28 2.30 0.16 1b 2.71 37.95 1.37(0.9 - 0.2Sds) * DL + E 330 deg M1 1 0.19 64.06 -5.07 1a 0.61 -11.93 -0.57 1b 2.03 26.07 0.74(0.9 - 0.2Sds) * DL + E 330 deg M2 1 0.10 46.65 -3.69 1a -0.54 5.49 0.20 1b 1.94 26.07 0.901.0D + 1.0W Service Normal 1 0.00 134.73 -11.93 1a 1.30 -20.20 -2.17 1b -1.30 -20.20 -2.171.0D + 1.0W Service 60 deg 1 -1.08 79.06 -6.78 1a -6.42 79.06 2.45 1b -5.24 -63.78 -3.031.0D + 1.0W Service 90 deg 1 -1.29 31.44 -2.51 1a -9.07 115.66 4.49 1b -4.74 -52.77 -1.981.0D + 1.0W Service 120 deg 1 -1.23 -20.20 2.21 1a -10.34 134.73 5.97 1b -2.53 -20.20 -0.041.0D + 1.0W Service 180 deg 1 0.00 -63.78 6.06 1a -5.33 79.06 4.33 1b 5.33 79.06 4.331.0D + 1.0W Service 210 deg 1 0.65 -52.77 5.10 1a -1.52 31.44 2.38 1b 8.43 115.66 5.611.0D + 1.0W Service 240 deg 1 1.23 -20.20 2.21 1a 2.53 -20.20 -0.04 1b 10.34 134.73 5.971.0D + 1.0W Service 300 deg 1 1.08 79.06 -6.78 1a 5.24 -63.78 -3.03 1b 6.42 79.06 2.451.0D + 1.0W Service 330 deg 1 0.64 115.66 -10.10 1a 4.09 -52.77 -3.11 1b 2.82 31.44 0.13

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Max Uplift: Max Down: Max Shear:

602.38(kip)723.65(kip)65.05 (kip)

Moment:Total Down:Total Shear:

(kip-ft)(kip)(kip)

0.00107.76113.19

1.2D + 1.6W NormalMoment Ice:Total Down Ice:Total Shear Ice: 0.00

0.0016,573.77 (kip-ft)

(kip)(kip)

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Structural Analysis Report - …documents.brunswickcountync.gov/BCMS/0/edoc/884712/Structural... ·...

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Transcript of Structural Analysis Report - …documents.brunswickcountync.gov/BCMS/0/edoc/884712/Structural... ·...