Mount Modification Report

Mount Modification Report Trylon Project # 166962

September 3, 2021

Project Information Client Smartlink

Carrier Name AT&T Carrier Site ID PR46

Carrier Site Name PSU PACE Number MRWOR046226 PTN Number 3898A0SWM7 FA Number 10094246

Site Address 1705 Southwest 11TH Avenue, Portland, Multnomah, OR 97201 Site Coordinates 45.51389, -122.68611 Structure Type Building

Structure Height 84 ft Mount Type FRP Structure

Mount Elevation 90.6 ft

STRUCTURE RATING = 76.3% PASS

Analysis Performed by: Reviewed and Approved by:

Alexandru Ciuca Cliff Abernathy, P.E.

Exhibit B

Cliff Abernathy Digitally signed by Cliff Abernathy Date: 2021.09.07 20:47:45 -04'00'

Analysis Date: September 3, 2021

2 | P a g e1825 W. Walnut Hill Lane, Suite 120

Irving, Texas 75038

Mount Analysis Report Smartlink 11410 NE 122nd Ave, Ste 102 Kirkland, WA 98034

Subject: Analysis of the Proposed FRP Structure at 90.6 ft. Elevation

Dear Smartlink,

We have been provided with RF information, photos and sketches of the structure for the above referenced sites. AT&T is proposing to change the equipment configuration on the Proposed mounting hardware.

A revised antenna, coax and miscellaneous equipment schematic have been provided to us. We have been asked to evaluate this information to determine whether the mounting apparatus is adequate to safely support the proposed loading change.

RISA 3D (Version 17), a commercially available analysis software package, was used to create a three-dimensional model of the antenna mounting system and calculate member stresses for various loading cases.

1. Source Data

Document Type Source Reference Date RFDS AT&T RFDS ID: 3547802 May 5, 2020

Construction Drawings Trylon Site ID: PR46 March 2, 2021 Mount Modification Drawings Trylon J.N:166962 August 9, 2021

Audit Photos Trylon Site ID: PR46 October 7, 2020

2. Analysis Criteria

Adopted Codes and Site Parameters Building Code / Local Code 2018 IBC / 2019 OSSC Code Standard ASCE 7-16 Design Wind Speed (mph) 98 Design Wind Speed with Ice (mph) 30 Design Ice Thickness (in) 2.0 Risk Category/Structure Class II Exposure Category C Topographic Factor, Kzt 1.0 Seismic Response Acceleration, Ss (g) 0.888 Seismic Response Acceleration, S1 (g) 0.398


3 | P a g e 1825 W. Walnut Hill Lane, Suite 120

Irving, Texas 75038

3. Final Loading Configuration

Mount CL (ft)

Equipment CL (ft) Qty. Manufacturer Model Carrier

90.6 95

6 Commscope NNHH-65C-R4

AT&T

2 KMW ET-X-UW-70-16-70-18-iR-AT-RA

3 Nokia AHCA 3 Alcatel B66A RRH4X45-4R 3 Alcatel RRH4x25-WCS-4R 3 Nokia AHLBBA 3 Alcatel B25 RRH4X30-4R

3 Raycap DC6-48-60-0-1B-01-SS

2 Kaelus DBC0135F3V92-1



Irving, Texas 75038

4. Standard Conditions for Providing Structural Consulting Services on Existing Structures 1) Mounting hardware is analyzed to the best of our ability using all information that is provided or can

be obtained during fieldwork (if authorized by client). If the existing conditions are not as we have represented in this analysis, we should be contacted to evaluate the significance of the deviation and revise the assessment accordingly.

2) The structural analysis has been performed assuming that hardware is in “like new” condition. No allowance was made for excessive corrosion, damaged or missing structural members, loose bolts, misaligned parts, or any reduction in strength due to the age or fatigue of the product.

3) The structural analysis provided is an assessment of the primary load carrying capacity of the hardware. We provide a limited scope of service. In some cases, we cannot verify the capacity of every weld, plate, connection detail, etc. In some cases, structural fabrication details are unknown at the time of our analysis, and the detailed field measurement of some of the required details may not be possible. In instances where we cannot perform connection capacity calculations, it is assumed that the existing manufactured connections develop the full capacity of the primary members being connected.

4) We cannot be held responsible for mounting hardware that is installed improperly or hardware that is loose or has a tendency of working loose over the lifetime of the mounting hardware. Our analysis has been performed assuming fully tightened connections, and proper installation and symmetry of the mounting hardware per manufacturer’s instructions.

5) The structural analysis has been performed using information currently provided by the client and potentially field verified. We have been provided with a mounting arrangement for all telecommunications equipment, including antennas RRH’s, TMA’s, RRU’s, diplexers, surge protection devices, etc. Our analysis has been based upon a particular mounting arrangement. We are not responsible for deviations in the mounting arrangement that may occur over time. If deviations in equipment type or mounting arrangements are proposed, then we should be contacted to revise the recommendations of this structural report.

6) We cannot be held responsible for temporary and unbalanced loads on mounting hardware. Our analysis is based on a particular mounting arrangement or as-built field condition. We are not responsible for the methods and means of how the mounting arrangement is accomplished by the contractor. These methods and means may include rigging of equipment or hardware to lift and locate, temporary hanging of equipment in locations other than the final arrangement, movement and tie off of tower riggers, personnel, and their equipment, etc.

7) Steel grade and strength is unknown and cannot be field tested. We cannot be held responsible for equipment manufactured from inferior steel or bolts. Our analysis assumes that standard structural grade steel has been used by the equipment manufacturer for all assembled parts of the mounting apparatus. Acceptable steels and connection components are specified by the American Institute of Steel Construction. It is assumed all welded connections are performed in the shop under the latest American Welding Society Code. No field welds are permitted or assumed for the existing premanufactured equipment.

8) Steel grades have been assumed as follows, unless noted otherwise:

Assumed Steel Grades Channel, Solid Round, Angle, Plate ASTM A36 (GR 36) HSS (Rectangular) ASTM 500 (GR B-46) Pipe ASTM A53 (GR 35) Connection Bolts ASTM A325 U-Bolts, Threaded Rods SAE J429 Gr. 2



Irving, Texas 75038

5. Analysis Results

Mount CL (ft.) Component % Capacity Pass/Fail Notes

90.6

Mount Pipe(s) 9.8 PASS

1

FRP Horizontal(s) 70.1 PASS Steel Horizontal(s) 20.8 PASS

FRP Vertical(s) 71.4 PASS Steel Vertical(s) 20.9 PASS FRP Bracing(s) 59.3 PASS Steel Bracing(s) 19.0 PASS Connection(s) 76.3 PASS

Structure Rating (max from all components) = 76.3% Notes: 1) See additional documentation in “Appendix A – Additional Calculations” for calculations supporting the % capacity consumed.

6. Conclusions and Recommendations

Based on the information provided, our calculations conclude that the Proposed AT&T FRP Structure installed at 90.6 ft. elevation has sufficient capacity to carry the final loading configuration.



Irving, Texas 75038

APPENDIX

ADDITIONAL CALCULATIONS

ASCE ROOFTOP LOAD CALCULATOR 2.3

mphmphin.in.psfpsf

--------

ft. ----ft.

psfpsfpsf

-- psf-- psf--ft.-- --

gg

-- gft. gft. --ft. --ft. ---- ---- --

--------------------------

TOPOGRAPHY

Importance Factor (Ie):Topo Category: 1154.76

Exposure Category:Site Class:

WIND STRUCTURE CALCULATIONS84.030 Flat Member Pressure: 48.9

Round Member Pressure: 48.9Uplift Flat Member Presure:

Short Period Accel .(Ss):

SITE INFORMATION

WIND AND ICE PARAMETERS

Mount Type: FRP & Mechanical Screens

Mount Centerline:Number of Sectors:

Mount Ice Thickness (td): 2.21

90.6

Carrier Site Name: PSUCarrier Site ID: PR46

PROJECT DATAJob Code: 166962

MOUNT INFO 1.24Velocity Coefficient (Kz):0.85Directionality Factor (Kd):1.9G*Cr

Ground Elev. Factor (Ke): 1.0

98

CODE STANDARDSBuilding Code:

ASCE Standard:Design Standard:

2018 IBCASCE 7-16

LRFD

Design Wind Speed:

Ice Velocity Pressure (qzi): 2.41

WIND FACTORS

Velocity Pressure (qz): 25.76

Design Ice Thickness (t): 2.00Design Ice Wind Speed: 30

N/A

Importance Factor (Iw): 1.00

1 Second Des. (SD1):

1.92.52

Crest Point Elevation:Base Point Elevation:

Crest to Mid Height (Lh): N/A

N/AN/A

Topographic Feature:

Ground Elevation:

Structure Risk Category: IIC

Default (Section 11.

Mean Roof Height: Mount Sectors:

3

1 Second Accel (S1): 0.398

1

38.6Uplift Round Member 38.6

Ice Wind Pressure: 4.6

0.505

SEISMIC PARAMETERS1.000

Short Period Des. (SDS): 0.710

1.2Short Period Coeff. (Fa):

0.888

FRP/MECHANICAL SCREENSNumber of Sides: 4

Side 1 Aspect Ratio (B/s): 1.146

1 Second Coeff. (Fv):Amplification Factor (ap):

Response Mod. Factor (Rp):Comp. Importance Factor (Ip):

Distance from Crest (x):Base Topo Factor (Kzt):

Mount Topo Factor (Kzt):1.001.00

N/A

Side 2 Clearance Ratio (s/h): 0.148Side 2 Cf Factor: 1.85



Side 4 Aspect Ratio (B/s): 1.146Side 4 Clearance Ratio (s/h): 0.148

Side 4 Cf Factor: 1.8



1825 W. Walnut Hill Lane, Suite 120Irving, Texas 75038

# Description # Description1 1.4D 44 1.2D + L + 0.5S + W_30°2 1.2D + 1.6L + 0.5 Lr 45 1.2D + L + 0.5S + W_60°3 1.2D + 1.6L + 0.5S 46 1.2D + L + 0.5S + W_90°4 1.2D + 1.6L + 0.2Di + 0.5S 47 1.2D + L + 0.5S + W_120°5 1.2D + 1.6Lr + L 48 1.2D + L + 0.5S + W_150°6 1.2D +1.6S + L 49 1.2D + L + 0.5S + W_180°7 1.2D + 1.6Lr + 0.5W_0° 50 1.2D + L + 0.5S + W_210°8 1.2D + 1.6Lr + 0.5W_30° 51 1.2D + L + 0.5S + W_240°9 1.2D + 1.6Lr + 0.5W_60° 52 1.2D + L + 0.5S + W_270°10 1.2D + 1.6Lr + 0.5W_90° 53 1.2D + L + 0.5S + W_300°11 1.2D + 1.6Lr + 0.5W_120° 54 1.2D + L + 0.5S + W_330°12 1.2D + 1.6Lr + 0.5W_150° 55 0.9D + W_0°13 1.2D + 1.6Lr + 0.5W_180° 56 0.9D + W_30°14 1.2D + 1.6Lr + 0.5W_210° 57 0.9D + W_60°15 1.2D + 1.6Lr + 0.5W_240° 58 0.9D + W_90°16 1.2D + 1.6Lr + 0.5W_270° 59 0.9D + W_120°17 1.2D + 1.6Lr + 0.5W_300° 60 0.9D + W_150°18 1.2D + 1.6Lr + 0.5W_330° 61 0.9D + W_180°19 1.2D + 1.6S + 0.5W_0° 62 0.9D + W_210°20 1.2D + 1.6S + 0.5W_30° 63 0.9D + W_240°21 1.2D + 1.6S + 0.5W_60° 64 0.9D + W_270°22 1.2D + 1.6S + 0.5W_90° 65 0.9D + W_300°23 1.2D + 1.6S + 0.5W_120° 66 0.9D + W_330°24 1.2D + 1.6S + 0.5W_150° 67 1.2D + Di25 1.2D + 1.6S + 0.5W_180° 68 1.2D + L + 0.5S + Di + Wi_0°26 1.2D + 1.6S + 0.5W_210° 69 1.2D + L + 0.5S + Di + Wi_30°27 1.2D + 1.6S + 0.5W_240° 70 1.2D + L + 0.5S + Di + Wi_60°28 1.2D + 1.6S + 0.5W_270° 71 1.2D + L + 0.5S + Di + Wi_90°29 1.2D + 1.6S + 0.5W_300° 72 1.2D + L + 0.5S + Di + Wi_120°30 1.2D + 1.6S + 0.5W_330° 73 1.2D + L + 0.5S + Di + Wi_150°31 1.2D + L + 0.5Lr + W_0° 74 1.2D + L + 0.5S + Di + Wi_180°32 1.2D + L + 0.5Lr + W_30° 75 1.2D + L + 0.5S + Di + Wi_210°33 1.2D + L + 0.5Lr + W_60° 76 1.2D + L + 0.5S + Di + Wi_240°34 1.2D + L + 0.5Lr + W_90° 77 1.2D + L + 0.5S + Di + Wi_270°35 1.2D + L + 0.5Lr + W_120° 78 1.2D + L + 0.5S + Di + Wi_300°36 1.2D + L + 0.5Lr + W_150° 79 1.2D + L + 0.5S + Di + Wi_330°37 1.2D + L + 0.5Lr + W_180° 80 0.9D + Di + Wi_0°38 1.2D + L + 0.5Lr + W_210° 81 0.9D + Di + Wi_30°39 1.2D + L + 0.5Lr + W_240° 82 0.9D + Di + Wi_60°40 1.2D + L + 0.5Lr + W_270° 83 0.9D + Di + Wi_90°41 1.2D + L + 0.5Lr + W_300° 84 0.9D + Di + Wi_120°42 1.2D + L + 0.5Lr + W_330° 85 0.9D + Di + Wi_150°43 1.2D + L + 0.5S + W_0° 86 0.9D + Di + Wi_180°

LOAD COMBINATIONS [LRFD]


# Description87 0.9D + Di + Wi_210°88 0.9D + Di + Wi_240°89 0.9D + Di + Wi_270°90 0.9D + Di + Wi_300°91 0.9D + Di + Wi_330°92 (1.2 + 0.2Sds)D + L + 0.2S + E_0°93 (1.2 + 0.2Sds)D + L + 0.2S + E_30°94 (1.2 + 0.2Sds)D + L + 0.2S + E_60°95 (1.2 + 0.2Sds)D + L + 0.2S + E_90°96 (1.2 + 0.2Sds)D + L + 0.2S + E_120°97 (1.2 + 0.2Sds)D + L + 0.2S + E_150°98 (1.2 + 0.2Sds)D + L + 0.2S + E_180°99 (1.2 + 0.2Sds)D + L + 0.2S + E_210°

100 (1.2 + 0.2Sds)D + L + 0.2S + E_240°101 (1.2 + 0.2Sds)D + L + 0.2S + E_270°102 (1.2 + 0.2Sds)D + L + 0.2S + E_300°103 (1.2 + 0.2Sds)D + L + 0.2S + E_330°104 (0.9 - 0.2Sds)D + E_0°105 (0.9 - 0.2Sds)D + E_30°106 (0.9 - 0.2Sds)D + E_60°107 (0.9 - 0.2Sds)D + E_90°108 (0.9 - 0.2Sds)D + E_120°109 (0.9 - 0.2Sds)D + E_150°110 (0.9 - 0.2Sds)D + E_180°111 (0.9 - 0.2Sds)D + E_210°112 (0.9 - 0.2Sds)D + E_240°113 (0.9 - 0.2Sds)D + E_270°114 (0.9 - 0.2Sds)D + E_300°115 (0.9 - 0.2Sds)D + E_330°

LOAD COMBINATIONS [LRFD] cont..


Appurtenance QTY Sector / Location

Elevation [ft]

Azimuth [deg] --

A f Front [ft 2 ]

A f Side [ft 2 ]

G*Cr [F/S]

Weight [lbs]

NNHH-65C-R4 1 Alpha 90.6 30 No Ice 13.07 5.20 1.90 / 1.90 99.20-- -- M69 -- -- w/ Ice 16.76 8.53 1.90 / 1.90 579.45

T-X-UW-70-16-70-18-iR-AT-R 1 Alpha 90.6 30 No Ice 7.64 4.01 1.90 / 1.90 51.80-- -- M66 -- -- w/ Ice 10.96 7.16 1.90 / 1.90 375.90


AHCA 1 Alpha 90.6 30 No Ice 1.07 0.60 1.90 / 1.90 35.27-- -- M69 -- -- w/ Ice 1.97 1.34 1.90 / 1.90 103.34

B66A RRH4X45-4R 1 Alpha 90.6 30 No Ice 2.11 1.29 1.90 / 1.90 56.80-- -- M66 -- -- w/ Ice 3.41 2.44 1.90 / 1.90 170.52

RRH4x25-WCS-4R 1 Alpha 90.6 30 No Ice 3.18 2.72 1.90 / 1.90 91.00-- -- M66 -- -- w/ Ice 4.79 4.27 1.90 / 1.90 274.68

AHLBBA 1 Alpha 90.6 30 No Ice 2.35 0.77 1.90 / 1.90 101.41-- -- M62 -- -- w/ Ice 3.66 1.58 1.90 / 1.90 224.66

B25 RRH4X30-4R 1 Alpha 90.6 30 No Ice 1.78 1.07 1.90 / 1.90 51.00-- -- M62 -- -- w/ Ice 2.95 2.08 1.90 / 1.90 150.88

DC6-48-60-0-1B-01 1 Alpha 90.6 30 No Ice 1.85 0.77 1.90 / 1.90 35.00-- -- M74 -- -- w/ Ice 2.99 1.64 1.90 / 1.90 130.62

Appurtenance QTY Sector Elevation [ft] K zt K z K d t d

q z

[psf]q zi

[psf]NNHH-65C-R4 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41

T-X-UW-70-16-70-18-iR-AT-R 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41NNHH-65C-R4 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41

AHCA 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41B66A RRH4X45-4R 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41RRH4x25-WCS-4R 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41

AHLBBA 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41B25 RRH4X30-4R 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41

DC6-48-60-0-1B-01 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41

Appurtenance QTY Sector Azimuth [deg]

0° 180°

30° 210°

60° 240°

90° 270°

120° 300°

150° 330°

NNHH-65C-R4 1 Alpha 30.0 N/A N/A N/A N/A N/A N/AT-X-UW-70-16-70-18-iR-AT-R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

NNHH-65C-R4 1 Alpha 30.0 N/A N/A N/A N/A N/A N/AAHCA 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

B66A RRH4X45-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ARRH4x25-WCS-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

AHLBBA 1 Alpha 30.0 N/A N/A N/A N/A N/A N/AB25 RRH4X30-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

DC6-48-60-0-1B-01 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A*"N/A" defines corresponding equipment to be fully shielded from wind.

EQUIPMENT LOADING

EQUIPMENT WIND CALCULATIONS

EQUIPMENT LATERAL WIND FORCE CALCULATIONS NO ICE [lbs]



0° 180°

30° 210°

60° 240°

90° 270°

120° 300°

150° 330°

NNHH-65C-R4 1 Alpha 30.0 N/A N/A N/A N/A N/A N/AT-X-UW-70-16-70-18-iR-AT-R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

NNHH-65C-R4 1 Alpha 30.0 N/A N/A N/A N/A N/A N/AAHCA 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

B66A RRH4X45-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ARRH4x25-WCS-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A


DC6-48-60-0-1B-01 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A*"N/A" defines corresponding equipment to be fully shielded from wind.

Appurtenance QTY Sector Azimuth [deg] --

Ar[ft 2 ]

--- G*C r ---- F v

[lbs]NNHH-65C-R4 1 Alpha 30.0 -- 1.06 -- 1.50 -- N/A

T-X-UW-70-16-70-18-iR-AT-R 1 Alpha 30.0 -- 0.53 -- 1.50 -- N/ANNHH-65C-R4 1 Alpha 30.0 -- 1.06 -- 1.50 -- N/A

AHCA 1 Alpha 30.0 -- 0.52 -- 1.50 -- N/AB66A RRH4X45-4R 1 Alpha 30.0 -- 0.59 -- 1.50 -- N/ARRH4x25-WCS-4R 1 Alpha 30.0 -- 1.04 -- 1.50 -- N/A

AHLBBA 1 Alpha 30.0 -- 1.31 -- 1.50 -- N/AB25 RRH4X30-4R 1 Alpha 30.0 -- 0.60 -- 1.50 -- N/A

DC6-48-60-0-1B-01 1 Alpha 30.0 -- 0.67 -- 1.50 -- N/A*"N/A" defines corresponding equipment to be fully shielded from wind.

Appurtenance QTY Sector Elevation [ft]

Weight [lbs] z/h F p Calc

[lbs]F pmin

[lbs]F pmax

[lbs]F p

[lbs]NNHH-65C-R4 1 Alpha 90.6 99.20 1.00 105.71 21.14 112.75 105.71

T-X-UW-70-16-70-18-iR-AT-R 1 Alpha 90.6 51.80 1.00 55.20 11.04 58.88 55.20NNHH-65C-R4 1 Alpha 90.6 99.20 1.00 105.71 21.14 112.75 105.71



DC6-48-60-0-1B-01 1 Alpha 90.6 35.00 1.00 37.30 7.46 39.78 37.30

EQUIPMENT LATERAL WIND FORCE CALCULATIONS W/ ICE [lbs]

EQUIPMENT SEISMIC FORCE CALCULATIONS

EQUIPMENT WIND UPLIFT FORCE CALCULATIONS NO ICE [lbs]


ASCE ROOFTOP LOAD CALCULATOR 2.3

mphmphin.in.psfpsf

--------

ft. ----ft.

psfpsfpsf

-- psf-- psf--ft.-- --

gg

-- gft. gft. --ft. --ft. ---- ---- --

--------------------------








FRP/MECHANICAL SCREENSNumber of Sides: 4


1 Second Coeff. (Fv):Amplification Factor (ap):

Response Mod. Factor (Rp):Comp. Importance Factor (Ip):

Distance from Crest (x):Base Topo Factor (Kzt):

Mount Topo Factor (Kzt):1.001.00

N/A

1

38.6Uplift Round Member 38.6

Ice Wind Pressure: 4.6

0.505

SEISMIC PARAMETERS1.000

Short Period Des. (SDS): 0.710

1.2Short Period Coeff. (Fa):

0.888

N/A

Importance Factor (Iw): 1.00

1 Second Des. (SD1):

1.92.52

Crest Point Elevation:Base Point Elevation:

Crest to Mid Height (Lh): N/A

N/AN/A

Topographic Feature:

Ground Elevation:

Structure Risk Category: IIC

Default (Section 11.

Mean Roof Height: Mount Sectors:

3

1 Second Accel (S1): 0.398

98

CODE STANDARDSBuilding Code:

ASCE Standard:Design Standard:

2018 IBCASCE 7-16

LRFD

Design Wind Speed:

Ice Velocity Pressure (qzi): 2.41

WIND FACTORS

Velocity Pressure (qz): 25.76

Design Ice Thickness (t): 2.00Design Ice Wind Speed: 30

WIND AND ICE PARAMETERS

Mount Type: FRP & Mechanical Screens

Mount Centerline:Number of Sectors:

Mount Ice Thickness (td): 2.21

90.6

Carrier Site Name: PSUCarrier Site ID: PR46

PROJECT DATAJob Code: 166962

MOUNT INFO 1.24Velocity Coefficient (Kz):0.85Directionality Factor (Kd):1.9G*Cr

Ground Elev. Factor (Ke): 1.0

TOPOGRAPHY

Importance Factor (Ie):Topo Category: 1154.76

Exposure Category:Site Class:

WIND STRUCTURE CALCULATIONS84.030 Flat Member Pressure: 48.9

Round Member Pressure: 48.9Uplift Flat Member Presure:

Short Period Accel .(Ss):

SITE INFORMATION


# Description # Description1 1.4D 44 1.2D + L + 0.5S + W_30°2 1.2D + 1.6L + 0.5 Lr 45 1.2D + L + 0.5S + W_60°3 1.2D + 1.6L + 0.5S 46 1.2D + L + 0.5S + W_90°4 1.2D + 1.6L + 0.2Di + 0.5S 47 1.2D + L + 0.5S + W_120°5 1.2D + 1.6Lr + L 48 1.2D + L + 0.5S + W_150°6 1.2D +1.6S + L 49 1.2D + L + 0.5S + W_180°7 1.2D + 1.6Lr + 0.5W_0° 50 1.2D + L + 0.5S + W_210°8 1.2D + 1.6Lr + 0.5W_30° 51 1.2D + L + 0.5S + W_240°9 1.2D + 1.6Lr + 0.5W_60° 52 1.2D + L + 0.5S + W_270°10 1.2D + 1.6Lr + 0.5W_90° 53 1.2D + L + 0.5S + W_300°11 1.2D + 1.6Lr + 0.5W_120° 54 1.2D + L + 0.5S + W_330°12 1.2D + 1.6Lr + 0.5W_150° 55 0.9D + W_0°13 1.2D + 1.6Lr + 0.5W_180° 56 0.9D + W_30°14 1.2D + 1.6Lr + 0.5W_210° 57 0.9D + W_60°15 1.2D + 1.6Lr + 0.5W_240° 58 0.9D + W_90°16 1.2D + 1.6Lr + 0.5W_270° 59 0.9D + W_120°17 1.2D + 1.6Lr + 0.5W_300° 60 0.9D + W_150°18 1.2D + 1.6Lr + 0.5W_330° 61 0.9D + W_180°19 1.2D + 1.6S + 0.5W_0° 62 0.9D + W_210°20 1.2D + 1.6S + 0.5W_30° 63 0.9D + W_240°21 1.2D + 1.6S + 0.5W_60° 64 0.9D + W_270°22 1.2D + 1.6S + 0.5W_90° 65 0.9D + W_300°23 1.2D + 1.6S + 0.5W_120° 66 0.9D + W_330°24 1.2D + 1.6S + 0.5W_150° 67 1.2D + Di25 1.2D + 1.6S + 0.5W_180° 68 1.2D + L + 0.5S + Di + Wi_0°26 1.2D + 1.6S + 0.5W_210° 69 1.2D + L + 0.5S + Di + Wi_30°27 1.2D + 1.6S + 0.5W_240° 70 1.2D + L + 0.5S + Di + Wi_60°28 1.2D + 1.6S + 0.5W_270° 71 1.2D + L + 0.5S + Di + Wi_90°29 1.2D + 1.6S + 0.5W_300° 72 1.2D + L + 0.5S + Di + Wi_120°30 1.2D + 1.6S + 0.5W_330° 73 1.2D + L + 0.5S + Di + Wi_150°31 1.2D + L + 0.5Lr + W_0° 74 1.2D + L + 0.5S + Di + Wi_180°32 1.2D + L + 0.5Lr + W_30° 75 1.2D + L + 0.5S + Di + Wi_210°33 1.2D + L + 0.5Lr + W_60° 76 1.2D + L + 0.5S + Di + Wi_240°34 1.2D + L + 0.5Lr + W_90° 77 1.2D + L + 0.5S + Di + Wi_270°35 1.2D + L + 0.5Lr + W_120° 78 1.2D + L + 0.5S + Di + Wi_300°36 1.2D + L + 0.5Lr + W_150° 79 1.2D + L + 0.5S + Di + Wi_330°37 1.2D + L + 0.5Lr + W_180° 80 0.9D + Di + Wi_0°38 1.2D + L + 0.5Lr + W_210° 81 0.9D + Di + Wi_30°39 1.2D + L + 0.5Lr + W_240° 82 0.9D + Di + Wi_60°40 1.2D + L + 0.5Lr + W_270° 83 0.9D + Di + Wi_90°41 1.2D + L + 0.5Lr + W_300° 84 0.9D + Di + Wi_120°42 1.2D + L + 0.5Lr + W_330° 85 0.9D + Di + Wi_150°43 1.2D + L + 0.5S + W_0° 86 0.9D + Di + Wi_180°

LOAD COMBINATIONS [LRFD]


# Description87 0.9D + Di + Wi_210°88 0.9D + Di + Wi_240°89 0.9D + Di + Wi_270°90 0.9D + Di + Wi_300°91 0.9D + Di + Wi_330°92 (1.2 + 0.2Sds)D + L + 0.2S + E_0°93 (1.2 + 0.2Sds)D + L + 0.2S + E_30°94 (1.2 + 0.2Sds)D + L + 0.2S + E_60°95 (1.2 + 0.2Sds)D + L + 0.2S + E_90°96 (1.2 + 0.2Sds)D + L + 0.2S + E_120°97 (1.2 + 0.2Sds)D + L + 0.2S + E_150°98 (1.2 + 0.2Sds)D + L + 0.2S + E_180°99 (1.2 + 0.2Sds)D + L + 0.2S + E_210°

100 (1.2 + 0.2Sds)D + L + 0.2S + E_240°101 (1.2 + 0.2Sds)D + L + 0.2S + E_270°102 (1.2 + 0.2Sds)D + L + 0.2S + E_300°103 (1.2 + 0.2Sds)D + L + 0.2S + E_330°104 (0.9 - 0.2Sds)D + E_0°105 (0.9 - 0.2Sds)D + E_30°106 (0.9 - 0.2Sds)D + E_60°107 (0.9 - 0.2Sds)D + E_90°108 (0.9 - 0.2Sds)D + E_120°109 (0.9 - 0.2Sds)D + E_150°110 (0.9 - 0.2Sds)D + E_180°111 (0.9 - 0.2Sds)D + E_210°112 (0.9 - 0.2Sds)D + E_240°113 (0.9 - 0.2Sds)D + E_270°114 (0.9 - 0.2Sds)D + E_300°115 (0.9 - 0.2Sds)D + E_330°

LOAD COMBINATIONS [LRFD] cont..


Appurtenance QTY Sector / Location

Elevation [ft]

Azimuth [deg] --

A f Front [ft 2 ]

A f Side [ft 2 ]

G*Cr [F/S]

Weight [lbs]



AHCA 1 Alpha 90.6 30 No Ice 1.07 0.60 1.90 / 1.90 35.27-- -- M32 -- -- w/ Ice 1.97 1.34 1.90 / 1.90 103.34

B66A RRH4X45-4R 1 Alpha 90.6 30 No Ice 2.11 1.29 1.90 / 1.90 56.80-- -- M32 -- -- w/ Ice 3.41 2.44 1.90 / 1.90 170.52

RRH4x25-WCS-4R 1 Alpha 90.6 30 No Ice 3.18 2.72 1.90 / 1.90 91.00-- -- M32 -- -- w/ Ice 4.79 4.27 1.90 / 1.90 274.68

AHLBBA 1 Alpha 90.6 30 No Ice 2.35 0.77 1.90 / 1.90 101.41-- -- M31 -- -- w/ Ice 3.66 1.58 1.90 / 1.90 224.66

B25 RRH4X30-4R 1 Alpha 90.6 30 No Ice 1.78 1.07 1.90 / 1.90 51.00-- -- M31 -- -- w/ Ice 2.95 2.08 1.90 / 1.90 150.88

DC6-48-60-0-1B-01 1 Alpha 90.6 30 No Ice 1.85 0.77 1.90 / 1.90 35.00-- -- M66 -- -- w/ Ice 2.99 1.64 1.90 / 1.90 130.62

DBC0135F3V92-1 1 Alpha 90.6 30 No Ice 0.88 0.91 1.90 / 1.90 45.10-- -- M32 -- -- w/ Ice 1.72 1.76 1.90 / 1.90 121.26

DBC0135F3V92-1 1 Alpha 90.6 30 No Ice 0.88 0.91 1.90 / 1.90 45.10-- -- M32 -- -- w/ Ice 1.72 1.76 1.90 / 1.90 121.26

Appurtenance QTY Sector Elevation [ft] K zt K z K d t d

q z

[psf]q zi

[psf]NNHH-65C-R4 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41NNHH-65C-R4 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41



DC6-48-60-0-1B-01 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41DBC0135F3V92-1 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41DBC0135F3V92-1 1 Alpha 90.6 1.00 1.24 0.85 2.21 25.76 2.41


0° 180°

30° 210°

60° 240°

90° 270°

120° 300°

150° 330°

NNHH-65C-R4 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ANNHH-65C-R4 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

AHCA 1 Alpha 30.0 N/A N/A N/A N/A N/A N/AB66A RRH4X45-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ARRH4x25-WCS-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A


DC6-48-60-0-1B-01 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

EQUIPMENT LOADING

EQUIPMENT WIND CALCULATIONS

EQUIPMENT LATERAL WIND FORCE CALCULATIONS NO ICE [lbs]


DBC0135F3V92-1 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ADBC0135F3V92-1 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

*"N/A" defines corresponding equipment to be fully shielded from wind.


0° 180°

30° 210°

60° 240°

90° 270°

120° 300°

150° 330°

NNHH-65C-R4 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ANNHH-65C-R4 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A

AHCA 1 Alpha 30.0 N/A N/A N/A N/A N/A N/AB66A RRH4X45-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ARRH4x25-WCS-4R 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A


DC6-48-60-0-1B-01 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ADBC0135F3V92-1 1 Alpha 30.0 N/A N/A N/A N/A N/A N/ADBC0135F3V92-1 1 Alpha 30.0 N/A N/A N/A N/A N/A N/A


Appurtenance QTY Sector Azimuth [deg] --

Ar[ft 2 ]

--- G*C r ---- F v

[lbs]NNHH-65C-R4 1 Alpha 30.0 -- 1.06 -- 1.50 -- N/ANNHH-65C-R4 1 Alpha 30.0 -- 1.06 -- 1.50 -- N/A

AHCA 1 Alpha 30.0 -- 0.52 -- 1.50 -- N/AB66A RRH4X45-4R 1 Alpha 30.0 -- 0.59 -- 1.50 -- N/ARRH4x25-WCS-4R 1 Alpha 30.0 -- 1.04 -- 1.50 -- N/A

AHLBBA 1 Alpha 30.0 -- 1.31 -- 1.50 -- N/AB25 RRH4X30-4R 1 Alpha 30.0 -- 0.60 -- 1.50 -- N/A

DC6-48-60-0-1B-01 1 Alpha 30.0 -- 0.67 -- 1.50 -- N/ADBC0135F3V92-1 1 Alpha 30.0 -- 0.74 -- 1.50 -- N/ADBC0135F3V92-1 1 Alpha 30.0 -- 0.74 -- 1.50 -- N/A


Appurtenance QTY Sector Elevation [ft]

Weight [lbs] z/h F p Calc

[lbs]F pmin

[lbs]F pmax

[lbs]F p

[lbs]NNHH-65C-R4 1 Alpha 90.6 99.20 1.00 105.71 21.14 112.75 105.71NNHH-65C-R4 1 Alpha 90.6 99.20 1.00 105.71 21.14 112.75 105.71



DC6-48-60-0-1B-01 1 Alpha 90.6 35.00 1.00 37.30 7.46 39.78 37.30DBC0135F3V92-1 1 Alpha 90.6 45.10 1.00 48.06 9.61 51.26 48.06DBC0135F3V92-1 1 Alpha 90.6 45.10 1.00 48.06 9.61 51.26 48.06

EQUIPMENT LATERAL WIND FORCE CALCULATIONS W/ ICE [lbs]

EQUIPMENT SEISMIC FORCE CALCULATIONS

EQUIPMENT WIND UPLIFT FORCE CALCULATIONS NO ICE [lbs]


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Company : Trylon Sept 3, 20212:25 PMDesigner : AC

Job Number : 166962 Checked By: CAModel Name : PR46 - Alpha & Gamma Reinforced

(Global) Model SettingsDisplay Sections for Member CalcsMax Internal Sections for Member CalcsInclude Shear Deformation?Increase Nailing Capacity for Wind?Include Warping?Trans Load Btwn Intersecting Wood Wall?Area Load Mesh (in^2)Merge Tolerance (in)P-Delta Analysis ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (in/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver

5 97 YesYesYesYes144.120.50%NoNo3386.4244ZXYSparse AcceleratedAccelerated Solver

Hot Rolled Steel CodeAdjust Stiffness?RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete CodeMasonry CodeAluminum CodeStainless Steel Code

AISC 15th(360-16): LRFDYes(Iterative)AISC 15th(360-16): LRFDAISI S100-16: LRFDNone< 100FNoneNoneNone - BuildingNone

RISA-3D Version 17.0.4 Page 13 [E:\...\...\...\...\1-RISA\PR46_Reinforced Alpha & Gamma sectors.r3d]



(Global) Model Settings, ContinuedNumber of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column

44Exact Integration.65RectangularYesYesNoYesNoREBAR_SET_ASTMA61518

Seismic CodeSeismic Base Elevation (in)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Risk CatDrift Cat

ASCE 7-10Not EnteredYes.02.02Not EnteredNot Entered33.75.751115I or IIOther

Om ZOm XCd ZCd XRho ZRho X

111111

Hot Rolled Steel PropertiesLabel E [ksi] G [ksi] Nu Therm (/1... Density[k/ft^3] Yield[ksi] Ry Fu[ksi] Rt

1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.12 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.23 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.14 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.35 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.36 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.27 A1085 29000 11154 .3 .65 .49 50 1.25 65 1.158 A913 Gr.65 29000 11154 .3 .65 .49 65 1.1 80 1.19 FRP 2800 450 .5 .44 .114 7 1 7 1.1

Cold Formed Steel PropertiesLabel E [ksi] G [ksi] Nu Therm (/1E5 F) Density[k/ft^3] Yield[ksi] Fu[ksi]

1 A653 SS Gr33 29500 11346 .3 .65 .49 33 452 A653 SS Gr50/1 29500 11346 .3 .65 .49 50 65




Hot Rolled Steel Section SetsLabel Shape Type Design List Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4]

1 L4"X4"X0.25" L4X4X4 Beam Single An...A36 Gr.36 Typical 1.93 3 3 .0442 Pipe 4"X0.226" HSS4.000X0.226_A1085 Beam Pipe A53 Gr.B Typical 2.677 4.784 4.784 9.5693 L 4"x4"x0.25" FRP L4X4X4 Beam Single An... FRP Typical 1.93 3 3 .0444 L 4"x4"x0.5" FRP L4X4X8 Beam Single An... FRP Typical 3.75 5.52 5.52 .3225 Pipe 2.375"x0.154" HSS2.375X0.154_A1085 Beam Pipe A53 Gr.B Typical 1.075 .669 .669 1.339

Cold Formed Steel Section SetsLabel Shape Type Design L... Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4]

1 CF1A 8CU1.25... Beam None A653 SS Gr33 Typical .581 .057 4.41 .00063

Joint Boundary ConditionsJoint 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 N5 Reaction Reaction Reaction Reaction Reaction Reaction2 N2 Reaction Reaction Reaction Reaction Reaction Reaction3 N3 Reaction Reaction Reaction Reaction Reaction Reaction4 N6 Reaction Reaction Reaction Reaction Reaction Reaction5 N1 Reaction Reaction Reaction Reaction Reaction Reaction6 N4 Reaction Reaction Reaction Reaction Reaction Reaction

Member Primary DataLabel I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules

1 M1 N9 N3 Pipe 4"X0.226" Beam Pipe A53 Gr.B Typical2 M2 N12 N6 Pipe 4"X0.226" Beam Pipe A53 Gr.B Typical3 M3 N7 N1 Pipe 4"X0.226" Beam Pipe A53 Gr.B Typical4 M4 N10 N4 Pipe 4"X0.226" Beam Pipe A53 Gr.B Typical5 M5 N8 N2 Pipe 4"X0.226" Beam Pipe A53 Gr.B Typical6 M6 N11 N5 Pipe 4"X0.226" Beam Pipe A53 Gr.B Typical7 M7 N9 N7 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical8 M8 N7 N8 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical9 M9 N8 N11 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical10 M10 N9 N12 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical11 M11 N12 N10 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical12 M12 N10 N11 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical13 M13 N10 N7 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical14 M14 N15 N13 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical15 M15 N13 N14 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical16 M16 N17 N14 270 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical17 M17 N17 N16 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical18 M18 N16 N18 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical19 M19 N18 N15 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical20 M20 N16 N13 270 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical21 M21 N24 N21 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical22 M22 N23 N21 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical23 M23 N21 N22 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical24 M24 N22 N25 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical25 M25 N23 N26 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical26 M26 N26 N24 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical27 M27 N24 N25 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical28 M28 N19 N27 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical29 M29 N20 N32 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical30 M30 N20 N33 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical




Member Primary Data (Continued)Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules

31 M31 N19 N30 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical32 M32 N19 N31 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical33 M33 N36 N35 180 L 4"x4"x0.25" ... Beam Single Angle FRP Typical34 M34 N36 N9 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical35 M35 N8 N35 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical36 M36 N7 N34 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical37 M37 N42 N39 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical38 M38 N38 N41 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical39 M39 N37 N40 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical40 M40 N48 N45 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical41 M41 N44 N47 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical42 M42 N43 N46 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical43 M43 N54 N51 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical44 M44 N50 N53 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical45 M45 N49 N52 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical46 M46 N36 N54 90 L 4"x4"x0.25" ... Beam Single Angle FRP Typical47 M47 N35 N53 L 4"x4"x0.25" ... Beam Single Angle FRP Typical48 M49 N54 N53 270 L 4"x4"x0.25" ... Beam Single Angle FRP Typical49 M52 N34 N52 L 4"x4"x0.25" ... Beam Single Angle FRP Typical50 M54A N28 N32 180 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical51 M55 N29 N33 90 L4"X4"X0.25" Beam Single Angle A36 Gr.36 Typical52 M56 N50 N47 L 4"x4"x0.25" ... Beam Single Angle FRP Typical53 M57 N48 N51 L 4"x4"x0.25" ... Beam Single Angle FRP Typical54 M58 N63 N67 RIGID None None RIGID Typical55 M59 N64 N68 RIGID None None RIGID Typical56 M60 N66 N70 RIGID None None RIGID Typical57 M61 N65 N69 RIGID None None RIGID Typical58 M62 N71 N73 Pipe 2.375"x0.... Beam Pipe A53 Gr.B Typical59 M63 N72 N74 Pipe 2.375"x0.... Beam Pipe A53 Gr.B Typical60 M64 N75 N77 RIGID None None RIGID Typical61 M65 N76 N78 RIGID None None RIGID Typical62 M66 N79 N80 Pipe 2.375"x0.... Beam Pipe A53 Gr.B Typical63 M67 N81 N83 RIGID None None RIGID Typical64 M68 N82 N84 RIGID None None RIGID Typical65 M69 N85 N86 Pipe 2.375"x0.... Beam Pipe A53 Gr.B Typical66 M70 N87 N91 RIGID None None RIGID Typical67 M71 N88 N92 RIGID None None RIGID Typical68 M72 N88 N90 RIGID None None RIGID Typical69 M73 N87 N89 RIGID None None RIGID Typical70 M74 N93 N94 RIGID None None RIGID Typical71 M75 N95 N96 RIGID None None RIGID Typical72 M72A N46 N49 L 4"x4"x0.25" ... Beam Single Angle FRP Typical73 M73A N51 N49 90 L 4"x4"x0.5" F... Beam Single Angle FRP Typical74 M74A N49 N50 90 L 4"x4"x0.5" F... Beam Single Angle FRP Typical75 M75A N93A N94A L 4"x4"x0.5" F... Beam Single Angle FRP Typical76 M76 N95A N96A L 4"x4"x0.5" F... Beam Single Angle FRP Typical77 M77 N97A N98A L 4"x4"x0.5" F... Beam Single Angle FRP Typical78 M78 N99A N100A L 4"x4"x0.5" F... Beam Single Angle FRP Typical79 M79 N101 N102 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical80 M80 N103 N104 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical81 M81 N105 N106 180 L 4"x4"x0.5" F... Beam Single Angle FRP Typical




Member Advanced DataLabel I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...

1 M1 Yes None2 M2 Yes None3 M3 Yes None4 M4 Yes None5 M5 Yes None6 M6 Yes None7 M7 BenPIN BenPIN Yes None8 M8 BenPIN BenPIN Yes None9 M9 BenPIN BenPIN Yes None10 M10 BenPIN BenPIN Yes None11 M11 BenPIN BenPIN Yes None12 M12 BenPIN BenPIN Yes None13 M13 BenPIN BenPIN Yes None14 M14 BenPIN BenPIN Yes None15 M15 BenPIN BenPIN Yes None16 M16 BenPIN BenPIN Yes None17 M17 BenPIN BenPIN Yes None18 M18 BenPIN BenPIN Yes None19 M19 BenPIN BenPIN Yes None20 M20 BenPIN BenPIN Yes None21 M21 BenPIN BenPIN Yes None22 M22 BenPIN BenPIN Yes None23 M23 BenPIN BenPIN Yes None24 M24 BenPIN BenPIN Yes None25 M25 BenPIN BenPIN Yes None26 M26 BenPIN BenPIN Yes None27 M27 BenPIN BenPIN Yes None28 M28 BenPIN BenPIN Yes None29 M29 BenPIN BenPIN Yes None30 M30 BenPIN BenPIN Yes None31 M31 BenPIN BenPIN Yes None32 M32 BenPIN BenPIN Yes None33 M33 BenPIN BenPIN Yes Default None34 M34 BenPIN OOOOXX Yes None35 M35 OOOOXO BenPIN Yes None36 M36 OOOOOX BenPIN Yes Default None37 M37 BenPIN OOOOXX Yes Default None38 M38 OOOOXO BenPIN Yes Default None39 M39 OOOOOX BenPIN Yes Default None40 M40 BenPIN OOOOXX Yes Default None41 M41 OOOOXO BenPIN Yes Default None42 M42 OOOOOX BenPIN Yes Default None43 M43 BenPIN OOOOXX Yes None44 M44 OOOOXO BenPIN Yes None45 M45 OOOOOX BenPIN Yes Default None46 M46 Yes Default None47 M47 Yes Default None48 M49 BenPIN BenPIN Yes Default None49 M52 BenPIN BenPIN Yes Default None50 M54A BenPIN BenPIN Yes None51 M55 BenPIN BenPIN Yes None52 M56 BenPIN BenPIN Yes None53 M57 BenPIN BenPIN Yes None54 M58 OOOXOO Yes ** NA ** None55 M59 OOOXOO Yes ** NA ** None56 M60 OOOXOO Yes ** NA ** None57 M61 OOOXOO Yes ** NA ** NoneRISA-3D Version 17.0.4 Page 17 [E:\...\...\...\...\1-RISA\PR46_Reinforced Alpha & Gamma sectors.r3d]



Member Advanced Data (Continued)Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...

58 M62 Yes None59 M63 Yes None60 M64 OOOXOO Yes ** NA ** None61 M65 OOOXOO Yes ** NA ** None62 M66 Yes None63 M67 OOOXOO Yes ** NA ** None64 M68 OOOXOO Yes ** NA ** None65 M69 Yes None66 M70 Yes ** NA ** None67 M71 Yes ** NA ** None68 M72 Yes ** NA ** None69 M73 Yes ** NA ** None70 M74 Yes ** NA ** None71 M75 Yes ** NA ** None72 M72A BenPIN BenPIN Yes None73 M73A BenPIN BenPIN Yes Default None74 M74A BenPIN BenPIN Yes None75 M75A BenPIN BenPIN Yes None76 M76 BenPIN BenPIN Yes None77 M77 BenPIN BenPIN Yes None78 M78 BenPIN BenPIN Yes None79 M79 OOOOOX BenPIN Yes Default None80 M80 OOOOOX BenPIN Yes Default None81 M81 OOOOOX BenPIN Yes Default None

Hot Rolled Steel Design ParametersLabel Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[i...Lcomp bot[i...L-torq... Kyy Kzz Cb Functi...

1 M1 Pipe 4"X0.226" 164 86 86 Lbyy 86 1 1 Lateral2 M2 Pipe 4"X0.226" 164 86 86 Lbyy 86 1 1 Lateral3 M3 Pipe 4"X0.226" 164 86 86 Lbyy 86 1 1 Lateral4 M4 Pipe 4"X0.226" 164 86 86 Lbyy 86 1 1 Lateral5 M5 Pipe 4"X0.226" 164 86 86 Lbyy 86 1 1 Lateral6 M6 Pipe 4"X0.226" 164 86 86 Lbyy 86 1 1 Lateral7 M7 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral8 M8 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral9 M9 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral10 M10 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral11 M11 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral12 M12 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral13 M13 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral14 M14 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral15 M15 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral16 M16 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral17 M17 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral18 M18 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral19 M19 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral20 M20 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral21 M21 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral22 M22 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral23 M23 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral24 M24 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral25 M25 L4"X4"X0.25" 56 56 56 Lbyy 56 1 1 Lateral26 M26 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral27 M27 L4"X4"X0.25" 86 86 86 Lbyy 86 1 1 Lateral28 M28 L4"X4"X0.25" 146.154 146.154 146.154 Lbyy 146.154 1 1 Lateral




Hot Rolled Steel Design Parameters (Continued)Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[i...Lcomp bot[i...L-torq... Kyy Kzz Cb Functi...

29 M29 L4"X4"X0.25" 160.066 160.066 160.066 Lbyy 160.066 1 1 Lateral30 M30 L4"X4"X0.25" 160.066 160.066 160.066 Lbyy 160.066 1 1 Lateral31 M31 L4"X4"X0.25" 160.066 160.066 160.066 Lbyy 160.066 1 1 Lateral32 M32 L4"X4"X0.25" 160.066 160.066 160.066 Lbyy 160.066 1 1 Lateral33 M33 L 4"x4"x0.25" FRP 172 Segment Segment Segment Segm... 1 1 Lateral34 M34 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral35 M35 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral36 M36 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral37 M37 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral38 M38 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral39 M39 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral40 M40 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral41 M41 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral42 M42 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral43 M43 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral44 M44 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral45 M45 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral46 M46 L 4"x4"x0.25" FRP 150 50 50 Lbyy 150 1 1 Lateral47 M47 L 4"x4"x0.25" FRP 150 50 50 Lbyy 150 1 1 Lateral48 M49 L 4"x4"x0.25" FRP 172 Segment Segment Segment Segm... 1 1 Lateral49 M52 L 4"x4"x0.25" FRP 150 Segment Segment Segment Segm... 1 1 Lateral50 M54A L4"X4"X0.25" 146.154 146.154 146.154 Lbyy 146.154 1 1 Lateral51 M55 L4"X4"X0.25" 146.154 146.154 146.154 Lbyy 146.154 1 1 Lateral52 M56 L 4"x4"x0.25" FRP 52.811 52.811 52.811 Lbyy 52.811 1 1 Lateral53 M57 L 4"x4"x0.25" FRP 52.811 52.811 52.811 Lbyy 52.811 1 1 Lateral54 M62 Pipe 2.375"x0.154" 96 96 96 Lbyy 96 1 1 Lateral55 M63 Pipe 2.375"x0.154" 96 96 96 Lbyy 96 1 1 Lateral56 M66 Pipe 2.375"x0.154" 96 96 96 Lbyy 96 1 1 Lateral57 M69 Pipe 2.375"x0.154" 96 96 96 Lbyy 96 1 1 Lateral58 M72A L 4"x4"x0.25" FRP 52.811 Lbyy Lateral59 M73A L 4"x4"x0.5" FRP 86 Lbyy Lateral60 M74A L 4"x4"x0.5" FRP 86 Lbyy Lateral61 M75A L 4"x4"x0.5" FRP 17 Lbyy Lateral62 M76 L 4"x4"x0.5" FRP 17 Lbyy Lateral63 M77 L 4"x4"x0.5" FRP 17 Lbyy Lateral64 M78 L 4"x4"x0.5" FRP 17 Lbyy Lateral65 M79 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral66 M80 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral67 M81 L 4"x4"x0.5" FRP 17 17 17 Lbyy 17 1 1 Lateral

Cold Formed Steel Design ParametersLabel Shape Length... Lbyy[in] Lbzz[in] Lcomp to... Lcomp bo...L-torque[in] Kyy Kzz Cb R a[in] Funct...

No Data to Print ...

Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(lb,lb-ft), (in,rad), (lb*s^2...


Member Point Loads (BLC 1 : Dead Load)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

1 M69 Z -49.6 62 M69 Z -49.6 66




Member Point Loads (BLC 1 : Dead Load) (Continued)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

3 M66 Z -25.9 64 M66 Z -25.9 665 M62 Z -49.6 66 M62 Z -49.6 667 M69 Z -17.64 808 M69 Z -17.64 809 M66 Z -28.4 8010 M66 Z -28.4 8011 M66 Z -45.5 8012 M66 Z -45.5 8013 M62 Z -50.71 8014 M62 Z -50.71 8015 M62 Z -25.5 8016 M62 Z -25.5 8017 M74 Z -17.5 918 M74 Z -17.5 9

Member Point Loads (BLC 23 : Horizontal Seismic Load X)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

1 M69 X -52.85 62 M69 X -52.85 663 M66 X -27.6 64 M66 X -27.6 665 M62 X -52.85 66 M62 X -52.85 667 M69 X -18.79 808 M69 X -18.79 809 M66 X -30.26 8010 M66 X -30.26 8011 M66 X -48.48 8012 M66 X -48.48 8013 M62 X -54.03 8014 M62 X -54.03 8015 M62 X -27.17 8016 M62 X -27.17 8017 M74 X -18.65 918 M74 X -18.65 9

Member Point Loads (BLC 24 : Horizontal Seismic Load Y)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

1 M69 Y -52.85 62 M69 Y -52.85 663 M66 Y -27.6 64 M66 Y -27.6 665 M62 Y -52.85 66 M62 Y -52.85 667 M69 Y -18.79 808 M69 Y -18.79 809 M66 Y -30.26 8010 M66 Y -30.26 8011 M66 Y -48.48 8012 M66 Y -48.48 8013 M62 Y -54.03 8014 M62 Y -54.03 8015 M62 Y -27.17 8016 M62 Y -27.17 80




Member Point Loads (BLC 24 : Horizontal Seismic Load Y) (Continued)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

17 M74 Y -18.65 918 M74 Y -18.65 9

Member Distributed Loads (BLC 5 : Ice Dead Load)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,psf] Start Locati...End Locati...

1 M1 Z -15.58 -15.58 0 02 M2 Z -15.58 -15.58 0 03 M3 Z -15.58 -15.58 0 04 M4 Z -15.58 -15.58 0 05 M5 Z -15.58 -15.58 0 06 M6 Z -15.58 -15.58 0 07 M7 Z -20.52 -20.52 0 08 M8 Z -20.52 -20.52 0 09 M9 Z -20.52 -20.52 0 010 M10 Z -20.52 -20.52 0 011 M11 Z -20.52 -20.52 0 012 M12 Z -20.52 -20.52 0 013 M13 Z -20.52 -20.52 0 014 M14 Z -20.52 -20.52 0 015 M15 Z -20.52 -20.52 0 016 M16 Z -20.52 -20.52 0 017 M17 Z -20.52 -20.52 0 018 M18 Z -20.52 -20.52 0 019 M19 Z -20.52 -20.52 0 020 M20 Z -20.52 -20.52 0 021 M21 Z -20.52 -20.52 0 022 M22 Z -20.52 -20.52 0 023 M23 Z -20.52 -20.52 0 024 M24 Z -20.52 -20.52 0 025 M25 Z -20.52 -20.52 0 026 M26 Z -20.52 -20.52 0 027 M27 Z -20.52 -20.52 0 028 M28 Z -20.52 -20.52 0 029 M29 Z -20.52 -20.52 0 030 M30 Z -20.52 -20.52 0 031 M31 Z -20.52 -20.52 0 032 M32 Z -20.52 -20.52 0 033 M33 Z -20.52 -20.52 0 034 M34 Z -19.81 -19.81 0 035 M35 Z -19.81 -19.81 0 036 M36 Z -19.81 -19.81 0 037 M37 Z -19.81 -19.81 0 038 M38 Z -19.81 -19.81 0 039 M39 Z -19.81 -19.81 0 040 M40 Z -19.81 -19.81 0 041 M41 Z -19.81 -19.81 0 042 M42 Z -19.81 -19.81 0 043 M43 Z -19.81 -19.81 0 044 M44 Z -19.81 -19.81 0 045 M45 Z -19.81 -19.81 0 046 M46 Z -20.52 -20.52 0 047 M47 Z -20.52 -20.52 0 048 M49 Z -20.52 -20.52 0 049 M52 Z -20.52 -20.52 0 050 M54A Z -20.52 -20.52 0 0




Member Distributed Loads (BLC 5 : Ice Dead Load) (Continued)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,psf] Start Locati...End Locati...

51 M55 Z -20.52 -20.52 0 052 M56 Z -20.52 -20.52 0 053 M57 Z -20.52 -20.52 0 054 M62 Z -11.97 -11.97 0 055 M63 Z -11.97 -11.97 0 056 M66 Z -11.97 -11.97 0 057 M69 Z -11.97 -11.97 0 058 M72A Z -20.52 -20.52 0 059 M73A Z -19.81 -19.81 0 060 M74A Z -19.81 -19.81 0 061 M75A Z -19.81 -19.81 0 062 M76 Z -19.81 -19.81 0 063 M77 Z -19.81 -19.81 0 064 M78 Z -19.81 -19.81 0 065 M79 Z -19.81 -19.81 0 066 M80 Z -19.81 -19.81 0 067 M81 Z -19.81 -19.81 0 0

Member Distributed Loads (BLC 42 : BLC 1 Transient Area Loads)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,psf] Start Locati...End Locati...

1 M33 Z -1.116 -3.199 10.75 21.52 M33 Z -3.199 -5.283 21.5 32.253 M33 Z -5.283 -6.324 32.25 434 M33 Z -6.324 -5.283 43 53.755 M33 Z -5.283 -3.199 53.75 64.56 M33 Z -3.199 -1.116 64.5 75.257 M33 Z -1.116 -.074 75.25 868 M33 Z -.074 -1.116 86 96.759 M33 Z -1.116 -3.199 96.75 107.510 M33 Z -3.199 -5.283 107.5 118.2511 M33 Z -5.283 -6.324 118.25 12912 M33 Z -6.324 -5.283 129 139.7513 M33 Z -5.283 -3.199 139.75 150.514 M33 Z -3.199 -1.116 150.5 161.2515 M46 Z -.97 -2.762 7.105e-15 12.516 M46 Z -2.762 -4.554 12.5 2517 M46 Z -4.554 -6.345 25 37.518 M46 Z -6.345 -7.241 37.5 5019 M46 Z -7.241 -7.241 50 62.520 M46 Z -7.241 -7.241 62.5 7521 M46 Z -7.241 -7.241 75 87.522 M46 Z -7.241 -7.241 87.5 10023 M46 Z -7.241 -6.345 100 112.524 M46 Z -6.345 -4.554 112.5 12525 M46 Z -4.554 -2.762 125 137.526 M46 Z -2.762 -.97 137.5 15027 M47 Z -.97 -2.762 3.553e-15 12.528 M47 Z -2.762 -4.554 12.5 2529 M47 Z -4.554 -6.345 25 37.530 M47 Z -6.345 -7.241 37.5 5031 M47 Z -7.241 -7.241 50 62.532 M47 Z -7.241 -7.241 62.5 7533 M47 Z -7.241 -7.241 75 87.534 M47 Z -7.241 -7.241 87.5 10035 M47 Z -7.241 -6.345 100 112.536 M47 Z -6.345 -4.554 112.5 125




Member Distributed Loads (BLC 42 : BLC 1 Transient Area Loads) (Continued)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,psf] Start Locati...End Locati...

37 M47 Z -4.554 -2.762 125 137.538 M47 Z -2.762 -.97 137.5 15039 M49 Z -1.116 -3.199 10.75 21.540 M49 Z -3.199 -5.283 21.5 32.2541 M49 Z -5.283 -6.324 32.25 4342 M49 Z -6.324 -5.283 43 53.7543 M49 Z -5.283 -3.199 53.75 64.544 M49 Z -3.199 -1.116 64.5 75.2545 M49 Z -1.116 -.074 75.25 8646 M49 Z -.074 -1.116 86 96.7547 M49 Z -1.116 -3.199 96.75 107.548 M49 Z -3.199 -5.283 107.5 118.2549 M49 Z -5.283 -6.324 118.25 12950 M49 Z -6.324 -5.283 129 139.7551 M49 Z -5.283 -3.199 139.75 150.552 M49 Z -3.199 -1.116 150.5 161.2553 M52 Z -1.941 -5.524 3.553e-15 12.554 M52 Z -5.524 -9.108 12.5 2555 M52 Z -9.108 -12.691 25 37.556 M52 Z -12.691 -14.483 37.5 5057 M52 Z -14.483 -14.483 50 62.558 M52 Z -14.483 -14.483 62.5 7559 M52 Z -14.483 -14.483 75 87.560 M52 Z -14.483 -14.483 87.5 10061 M52 Z -14.483 -12.691 100 112.562 M52 Z -12.691 -9.108 112.5 12563 M52 Z -9.108 -5.524 125 137.564 M52 Z -5.524 -1.941 137.5 15065 M1 Z -2.173 -1.979 0 27.33366 M1 Z -1.979 -2.4 27.333 54.66767 M1 Z -2.4 -2.435 54.667 8268 M1 Z -2.435 -3.132 82 109.33369 M1 Z -3.132 -2.688 109.333 136.66770 M1 Z -2.688 -.074 136.667 16471 M2 Z -1.572 -7.096 0 27.33372 M2 Z -7.096 -8.77 27.333 54.66773 M2 Z -8.77 -5.17 54.667 8274 M2 Z -5.17 -2.836 82 109.33375 M2 Z -2.836 -1.596 109.333 136.66776 M2 Z -1.596 -.226 136.667 16477 M10 Z -.984 -3.431 0 18.66778 M10 Z -3.431 -3.287 18.667 37.33379 M10 Z -3.287 -.553 37.333 5680 M19 Z -.913 -2.164 0 1481 M19 Z -2.164 -2.357 14 2882 M19 Z -2.357 -2.014 28 4283 M19 Z -2.014 -2.193 42 5684 M25 Z -1.655 -1.306 5.6 14.5685 M25 Z -1.306 -1.623 14.56 23.5286 M25 Z -1.623 -1.582 23.52 32.4887 M25 Z -1.582 -.616 32.48 41.4488 M25 Z -.616 -.0007893 41.44 50.489 M34 Z -1.163 -1.163 0 10.24590 M37 Z -2.53 -1.163 0 1791 M40 Z -4.38 -1.347 2.232 5.92492 M40 Z -1.347 -1.198 5.924 9.61693 M40 Z -1.198 -2.413 9.616 13.308RISA-3D Version 17.0.4 Page 23 [E:\...\...\...\...\1-RISA\PR46_Reinforced Alpha & Gamma sectors.r3d]




94 M40 Z -2.413 -2.104 13.308 1795 M46 Z -.713 -1.042 0 2596 M46 Z -1.042 -1.082 25 5097 M46 Z -1.082 -.944 50 7598 M46 Z -.944 -.61 75 10099 M46 Z -.61 -.667 100 125100 M46 Z -.667 -1.422 125 150101 M55 Z -3.788 -4.577 0 24.359102 M55 Z -4.577 -4.657 24.359 48.718103 M55 Z -4.657 -3.763 48.718 73.077104 M55 Z -3.763 -4.132 73.077 97.436105 M55 Z -4.132 -3.896 97.436 121.795106 M55 Z -3.896 -1.528 121.795 146.154107 M57 Z -1.302 -1.169 0 10.562108 M57 Z -1.169 -1.665 10.562 21.124109 M57 Z -1.665 -1.663 21.124 31.687110 M57 Z -1.663 -1.163 31.687 42.249111 M57 Z -1.163 -1.288 42.249 52.811112 M4 Z -.769 -2.199 0 27.333113 M4 Z -2.199 -3.719 27.333 54.667114 M4 Z -3.719 -3.164 54.667 82115 M4 Z -3.164 -6.317 82 109.333116 M4 Z -6.317 -6.324 109.333 136.667117 M4 Z -6.324 -.195 136.667 164118 M6 Z -1.571 -7.079 0 27.333119 M6 Z -7.079 -8.749 27.333 54.667120 M6 Z -8.749 -4.818 54.667 82121 M6 Z -4.818 -2.463 82 109.333122 M6 Z -2.463 -1.567 109.333 136.667123 M6 Z -1.567 -.226 136.667 164124 M11 Z -.802 -3.308 8.6 24.08125 M11 Z -3.308 -4.725 24.08 39.56126 M11 Z -4.725 -3.5 39.56 55.04127 M11 Z -3.5 -2.386 55.04 70.52128 M11 Z -2.386 -2.937 70.52 86129 M12 Z -2.934 -2.377 0 15.48130 M12 Z -2.377 -3.488 15.48 30.96131 M12 Z -3.488 -4.713 30.96 46.44132 M12 Z -4.713 -3.297 46.44 61.92133 M12 Z -3.297 -.793 61.92 77.4134 M17 Z -3.355 -3.884 0 17.2135 M17 Z -3.884 -3.072 17.2 34.4136 M17 Z -3.072 -4.865 34.4 51.6137 M17 Z -4.865 -4.533 51.6 68.8138 M17 Z -4.533 -.145 68.8 86139 M18 Z -.213 -4.607 0 17.2140 M18 Z -4.607 -5.552 17.2 34.4141 M18 Z -5.552 -3.903 34.4 51.6142 M18 Z -3.903 -3.574 51.6 68.8143 M18 Z -3.574 -1.699 68.8 86144 M26 Z -.125 -.65 0 15.48145 M26 Z -.65 -1.805 15.48 30.96146 M26 Z -1.805 -3.107 30.96 46.44147 M26 Z -3.107 -2.531 46.44 61.92148 M26 Z -2.531 -.169 61.92 77.4149 M27 Z -.171 -2.528 8.6 24.08150 M27 Z -2.528 -3.107 24.08 39.56RISA-3D Version 17.0.4 Page 24 [E:\...\...\...\...\1-RISA\PR46_Reinforced Alpha & Gamma sectors.r3d]




151 M27 Z -3.107 -1.805 39.56 55.04152 M27 Z -1.805 -.647 55.04 70.52153 M27 Z -.647 -.125 70.52 86154 M29 Z -2.686 -5.768 0 26.678155 M29 Z -5.768 -5.653 26.678 53.355156 M29 Z -5.653 -4.216 53.355 80.033157 M29 Z -4.216 -5.786 80.033 106.71158 M29 Z -5.786 -4.968 106.71 133.388159 M29 Z -4.968 -.629 133.388 160.066160 M30 Z -2.687 -5.732 0 26.678161 M30 Z -5.732 -5.617 26.678 53.355162 M30 Z -5.617 -3.706 53.355 80.033163 M30 Z -3.706 -5.237 80.033 106.71164 M30 Z -5.237 -4.92 106.71 133.388165 M30 Z -4.92 -.672 133.388 160.066166 M5 Z -2.173 -1.979 0 27.333167 M5 Z -1.979 -2.4 27.333 54.667168 M5 Z -2.4 -2.435 54.667 82169 M5 Z -2.435 -3.132 82 109.333170 M5 Z -3.132 -2.688 109.333 136.667171 M5 Z -2.688 -.074 136.667 164172 M9 Z -.984 -3.431 0 18.667173 M9 Z -3.431 -3.287 18.667 37.333174 M9 Z -3.287 -.553 37.333 56175 M16 Z -.913 -2.164 0 14176 M16 Z -2.164 -2.357 14 28177 M16 Z -2.357 -2.014 28 42178 M16 Z -2.014 -2.193 42 56179 M24 Z -1.655 -1.306 5.6 14.56180 M24 Z -1.306 -1.623 14.56 23.52181 M24 Z -1.623 -1.582 23.52 32.48182 M24 Z -1.582 -.616 32.48 41.44183 M24 Z -.616 -.0007893 41.44 50.4184 M35 Z -1.163 -1.163 6.755 17185 M38 Z -2.53 -1.163 0 17186 M41 Z -2.103 -2.412 0 3.694187 M41 Z -2.412 -1.198 3.694 7.388188 M41 Z -1.198 -1.346 7.388 11.082189 M41 Z -1.346 -4.378 11.082 14.776190 M47 Z -.713 -1.042 0 25191 M47 Z -1.042 -1.082 25 50192 M47 Z -1.082 -.944 50 75193 M47 Z -.944 -.61 75 100194 M47 Z -.61 -.667 100 125195 M47 Z -.667 -1.422 125 150196 M54A Z -3.788 -4.577 0 24.359197 M54A Z -4.577 -4.657 24.359 48.718198 M54A Z -4.657 -3.763 48.718 73.077199 M54A Z -3.763 -4.132 73.077 97.436200 M54A Z -4.132 -3.896 97.436 121.795201 M54A Z -3.896 -1.528 121.795 146.154202 M56 Z -1.288 -1.163 0 10.562203 M56 Z -1.163 -1.663 10.562 21.124204 M56 Z -1.663 -1.665 21.124 31.687205 M56 Z -1.665 -1.169 31.687 42.249206 M56 Z -1.169 -1.302 42.249 52.811





1 M33 X -21.992 -63.044 10.75 21.52 M33 X -63.044 -104.096 21.5 32.253 M33 X -104.096 -124.622 32.25 434 M33 X -124.622 -104.096 43 53.755 M33 X -104.096 -63.044 53.75 64.56 M33 X -63.044 -21.992 64.5 75.257 M33 X -21.992 -1.466 75.25 868 M33 X -1.466 -21.992 86 96.759 M33 X -21.992 -63.044 96.75 107.510 M33 X -63.044 -104.096 107.5 118.2511 M33 X -104.096 -124.622 118.25 12912 M33 X -124.622 -104.096 129 139.7513 M33 X -104.096 -63.044 139.75 150.514 M33 X -63.044 -21.992 150.5 161.2515 M46 X -19.123 -54.428 3.553e-15 12.516 M46 X -54.428 -89.733 12.5 2517 M46 X -89.733 -125.038 25 37.518 M46 X -125.038 -142.69 37.5 5019 M46 X -142.69 -142.69 50 62.520 M46 X -142.69 -142.69 62.5 7521 M46 X -142.69 -142.69 75 87.522 M46 X -142.69 -142.69 87.5 10023 M46 X -142.69 -125.038 100 112.524 M46 X -125.038 -89.733 112.5 12525 M46 X -89.733 -54.428 125 137.526 M46 X -54.428 -19.123 137.5 15027 M47 X -19.123 -54.428 7.105e-15 12.528 M47 X -54.428 -89.733 12.5 2529 M47 X -89.733 -125.038 25 37.530 M47 X -125.038 -142.69 37.5 5031 M47 X -142.69 -142.69 50 62.532 M47 X -142.69 -142.69 62.5 7533 M47 X -142.69 -142.69 75 87.534 M47 X -142.69 -142.69 87.5 10035 M47 X -142.69 -125.038 100 112.536 M47 X -125.038 -89.733 112.5 12537 M47 X -89.733 -54.428 125 137.538 M47 X -54.428 -19.123 137.5 15039 M49 X -21.992 -63.044 10.75 21.540 M49 X -63.044 -104.096 21.5 32.2541 M49 X -104.096 -124.622 32.25 4342 M49 X -124.622 -104.096 43 53.7543 M49 X -104.096 -63.044 53.75 64.544 M49 X -63.044 -21.992 64.5 75.2545 M49 X -21.992 -1.466 75.25 8646 M49 X -1.466 -21.992 86 96.7547 M49 X -21.992 -63.044 96.75 107.548 M49 X -63.044 -104.096 107.5 118.2549 M49 X -104.096 -124.622 118.25 12950 M49 X -124.622 -104.096 129 139.7551 M49 X -104.096 -63.044 139.75 150.552 M49 X -63.044 -21.992 150.5 161.2553 M52 X -38.247 -108.856 3.553e-15 12.554 M52 X -108.856 -179.466 12.5 2555 M52 X -179.466 -250.076 25 37.556 M52 X -250.076 -285.38 37.5 5057 M52 X -285.38 -285.38 50 62.5RISA-3D Version 17.0.4 Page 26 [E:\...\...\...\...\1-RISA\PR46_Reinforced Alpha & Gamma sectors.r3d]




58 M52 X -285.38 -285.38 62.5 7559 M52 X -285.38 -285.38 75 87.560 M52 X -285.38 -285.38 87.5 10061 M52 X -285.38 -250.076 100 112.562 M52 X -250.076 -179.466 112.5 12563 M52 X -179.466 -108.856 125 137.564 M52 X -108.856 -38.247 137.5 150


1 M5 Y -17.013 -14.489 0 27.3332 M5 Y -14.489 -21.078 27.333 54.6673 M5 Y -21.078 -36.739 54.667 824 M5 Y -36.739 -63.864 82 109.3335 M5 Y -63.864 -49.663 109.333 136.6676 M5 Y -49.663 -1.145 136.667 1647 M6 Y -39.567 -63.66 0 27.3338 M6 Y -63.66 -66.898 27.333 54.6679 M6 Y -66.898 -36.305 54.667 8210 M6 Y -36.305 -19.158 82 109.33311 M6 Y -19.158 -14.533 109.333 136.66712 M6 Y -14.533 -1.332 136.667 16413 M9 Y -8.16 -65.425 0 18.66714 M9 Y -65.425 -68.731 18.667 37.33315 M9 Y -68.731 -8.16 37.333 5616 M16 Y -56.023 -40.119 0 2817 M16 Y -40.119 -24.214 28 5618 M24 Y -30.497 -43.723 0 11.219 M24 Y -43.723 -64.744 11.2 22.420 M24 Y -64.744 -59.345 22.4 33.621 M24 Y -59.345 -29.06 33.6 44.822 M24 Y -29.06 -8.106 44.8 5623 M54A Y -75.067 -85.222 0 24.35924 M54A Y -85.222 -90.223 24.359 48.71825 M54A Y -90.223 -75.956 48.718 73.07726 M54A Y -75.956 -78.031 73.077 97.43627 M54A Y -78.031 -74.464 97.436 121.79528 M54A Y -74.464 -34.802 121.795 146.15429 M5 Y -19.969 -19.969 0 24.630 M5 Y -19.969 -19.986 24.6 49.231 M5 Y -19.986 -19.992 49.2 73.832 M5 Y -19.992 -21.188 73.8 98.433 M5 Y -21.188 -14.632 98.4 12334 M5 Y -14.632 -.528 123 147.635 M35 Y -28.132 -28.132 0 1736 M38 Y -56.31 -56.31 0 1737 M41 Y -27.957 -27.957 0 1738 M47 Y -18.493 -18.493 0 2539 M47 Y -18.493 -18.508 25 5040 M47 Y -18.508 -18.514 50 7541 M47 Y -18.514 -12.054 75 10042 M47 Y -12.054 -13.241 100 12543 M47 Y -13.241 -28.516 125 15044 M56 Y -26.064 -23.526 0 10.56245 M56 Y -23.526 -33.584 10.562 21.12446 M56 Y -33.584 -33.584 21.124 31.687





47 M56 Y -33.584 -23.526 31.687 42.24948 M56 Y -23.526 -26.064 42.249 52.811

Member Area Loads (BLC 1 : Dead Load)Joint A Joint B Joint C Joint D Direction Dist... Magnitude[psf]

1 N36 N54 N53 N35 Z Two... -22 N12 N98 N54 N36 Z Two... -23 N12 N11 N97 N98 Z Two... -24 N35 N11 N97 N53 Z Two... -2

Member Area Loads (BLC 6 : Structure Wind X-Direction)Joint A Joint B Joint C Joint D Direction Dist... Magnitude[psf]

1 N36 N35 N53 N54 X Two... -39.41

Member Area Loads (BLC 7 : Structure Wind Y-Direction)Joint A Joint B Joint C Joint D Direction Dist... Magnitude[psf]

1 N8 N11 N25 N22 Y Two... -40.512 N35 N8 N50 N53 Y Two... -40.51

Basic Load CasesBLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(...

1 Dead Load DL -1 18 42 Live Load LL3 Roof Live Load RLL4 Snow Load SL5 Ice Dead Load None 676 Structure Wind X-Direction WLX 17 Structure Wind Y-Direction WLY 28 Wind Z-Direction WLZ9 Structure Ice Wind X-Direction WL10 Structure Ice Wind Y-Direction WL11 Wind 0° WL12 Wind 30° WL13 Wind 60° WL14 Wind 90° WL15 Wind 120° WL16 Wind 150° WL17 Wind 0° with ice WL18 Wind 30° with ice WL19 Wind 60° with ice WL20 Wind 90° with ice WL21 Wind 120° with ice WL22 Wind 150° with ice WL23 Horizontal Seismic Load X ELX -1.066 1824 Horizontal Seismic Load Y ELY -1.066 1825 Lm8 LL26 Lm9 LL27 Lm10 LL28 Lm11 LL29 Lm12 LL30 Lv1 LL31 Lv2 LL32 Lv3 LL




Basic Load Cases (Continued)BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(...

33 Lv4 LL34 Lv5 LL35 Lv6 LL36 Lv7 LL37 Lv8 LL38 Lv9 LL39 Lv10 LL40 Lv11 LL41 Lv12 LL42 BLC 1 Transient Area Loads None 20643 BLC 6 Transient Area Loads None 6444 BLC 7 Transient Area Loads None 48

Load CombinationsDescription So...PDelta S... BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...

1 1.4D Yes Y DL 1.42 1.2D + 1.6L + 0.... Yes Y DL 1.2 LL 1.6 RLL .53 1.2D + 1.6L + 0.... Yes Y DL 1.2 LL 1.6 SL .54 1.2D + 1.6L + 0.... Yes Y DL 1.2 LL 1.6 5 .2 SL .55 1.2D + 1.6Lr + L Yes Y DL 1.2 RLL 1.6 LL 16 1.2D +1.6S + L Yes Y DL 1.2 SL 1.6 LL 17 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .5 W... W... .5 11 .58 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .433 W... .25 W... .5 12 .59 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .25 W... .433 W... .5 13 .510 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... W... .5 W... .5 14 .511 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.25 W... .433 W... .5 15 .512 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.433 W... .25 W... .5 16 .513 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.5 W... W... .5 11 -.514 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.433 W... -.25 W... .5 12 -.515 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.25 W... -.433 W... .5 13 -.516 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... W... -.5 W... .5 14 -.517 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .25 W... -.433 W... .5 15 -.518 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .433 W... -.25 W... .5 16 -.519 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .5 W... W... .5 11 .520 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .433 W... .25 W... .5 12 .521 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .25 W... .433 W... .5 13 .522 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... W... .5 W... .5 14 .523 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.25 W... .433 W... .5 15 .524 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.433 W... .25 W... .5 16 .525 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.5 W... W... .5 11 -.526 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.433 W... -.25 W... .5 12 -.527 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.25 W... -.433 W... .5 13 -.528 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... W... -.5 W... .5 14 -.529 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .25 W... -.433 W... .5 15 -.530 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .433 W... -.25 W... .5 16 -.531 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... 1 W... W... 1 11 132 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... .866 W... .5 W... 1 12 133 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... .5 W... .866 W... 1 13 134 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... W... 1 W... 1 14 135 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -.5 W... .866 W... 1 15 136 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -.866 W... .5 W... 1 16 137 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -1 W... W... 1 11 -138 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -.866 W... -.5 W... 1 12 -139 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -.5 W... -.866 W... 1 13 -140 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... W... -1 W... 1 14 -1




Load Combinations (Continued)Description So...PDelta S... BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...

41 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... .5 W... -.866 W... 1 15 -142 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... .866 W... -.5 W... 1 16 -143 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... 1 W... W... 1 11 144 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... .866 W... .5 W... 1 12 145 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... .5 W... .866 W... 1 13 146 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... W... 1 W... 1 14 147 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -.5 W... .866 W... 1 15 148 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -.866 W... .5 W... 1 16 149 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -1 W... W... 1 11 -150 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -.866 W... -.5 W... 1 12 -151 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -.5 W... -.866 W... 1 13 -152 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... W... -1 W... 1 14 -153 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... .5 W... -.866 W... 1 15 -154 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... .866 W... -.5 W... 1 16 -155 0.9D + W_0° Yes Y DL .9 W... 1 W... W... 1 11 156 0.9D + W_30° Yes Y DL .9 W... .866 W... .5 W... 1 12 157 0.9D + W_60° Yes Y DL .9 W... .5 W... .866 W... 1 13 158 0.9D + W_90° Yes Y DL .9 W... W... 1 W... 1 14 159 0.9D + W_120° Yes Y DL .9 W... -.5 W... .866 W... 1 15 160 0.9D + W_150° Yes Y DL .9 W... -.866 W... .5 W... 1 16 161 0.9D + W_180° Yes Y DL .9 W... -1 W... W... 1 11 -162 0.9D + W_210° Yes Y DL .9 W... -.866 W... -.5 W... 1 12 -163 0.9D + W_240° Yes Y DL .9 W... -.5 W... -.866 W... 1 13 -164 0.9D + W_270° Yes Y DL .9 W... W... -1 W... 1 14 -165 0.9D + W_300° Yes Y DL .9 W... .5 W... -.866 W... 1 15 -166 0.9D + W_330° Yes Y DL .9 W... .866 W... -.5 W... 1 16 -167 1.2D + Di Yes Y DL 1.2 5 168 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 1 10 17 169 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 .866 10 .5 18 170 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 .5 10 .866 19 171 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 10 1 20 172 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -.5 10 .866 21 173 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -.866 10 .5 22 174 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -1 10 17 -175 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -.866 10 -.5 18 -176 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -.5 10 -.866 19 -177 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 10 -1 20 -178 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 .5 10 -.866 21 -179 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 .866 10 -.5 22 -180 0.9D + Di + Wi_0° Yes Y DL .9 5 1 9 1 10 17 181 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 .866 10 .5 18 182 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 .5 10 .866 19 183 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 10 1 20 184 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -.5 10 .866 21 185 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -.866 10 .5 22 186 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -1 10 17 -187 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -.866 10 -.5 18 -188 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -.5 10 -.866 19 -189 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 10 -1 20 -190 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 .5 10 -.866 21 -191 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 .866 10 -.5 22 -192 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX 1 ELY93 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX .866ELY .594 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX .5 ELY .86695 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX ELY 196 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -.5 ELY .86697 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -.866 ELY .5RISA-3D Version 17.0.4 Page 30 [E:\...\...\...\...\1-RISA\PR46_Reinforced Alpha & Gamma sectors.r3d]




98 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -1 ELY99 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -.866 ELY -.5100 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -.5 ELY -.866101 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX ELY -1102 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX .5 ELY -.866103 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX .866ELY -.5104 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX 1 ELY105 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX .866ELY .5106 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX .5 ELY .866107 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX ELY 1108 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -.5 ELY .866109 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -.866 ELY .5110 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -1 ELY111 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -.866 ELY -.5112 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -.5 ELY -.866113 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX ELY -1114 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX .5 ELY -.866115 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX .866ELY -.5

Envelope Joint ReactionsJoint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC

1 N5 max 938.525 55 559.438 58 2769.792 43 731.621 52 1476.276 55 .955 462 min -958.281 37 -599.555 40 -1668.24 61 -681.825 58 -1557.065 37 -.906 643 N2 max 770.797 43 788.07 107 4076.857 50 1187.239 101 1402.04 55 397.6 474 min -739.338 61 -838.711 101 -2188.893 56 -1124.85 107 -1471.533 37 -352.73 655 N3 max 772.29 43 832.808 95 4111.95 48 1126.048 113 1436.927 55 117.216 576 min -745.852 61 -785.572 113 -2176.561 66 -1174.994 95 -1501.309 37 -138.689 397 N6 max 936.254 55 429.008 95 2753.431 43 511.834 113 1519.22 55 .627 488 min -951.026 37 -388.849 113 -1656.189 61 -561.62 95 -1599.786 37 -.646 669 N1 max 1599.712 43 599.479 95 3841.351 49 1072.485 101 2989.638 55 118.864 5610 min -1564.4 61 -596.355 113 -1865.611 55 -1063.018 107 -3122.615 37 -159.712 3811 N4 max 2053.421 55 353.994 95 4801.065 43 495.998 52 3072.964 55 .426 5612 min -2113.231 37 -354.011 101 -4017.784 61 -495.901 34 -3245.524 37 -.511 3813 Totals: max 7060.929 55 3366.75 10713594.045 7914 min -7060.947 37 -3366.75 101 3168.385 110

Envelope AISC 15th(360-16): LRFD Steel Code ChecksMember Shape Code Check Loc[in] LC Shear ...Loc[in] Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn

1 M1 HSS4.000X... .209 164 49 .044 152.... 46 68236.9... 84337.3... 8453.394 8453.394 1 H1-1b2 M2 HSS4.000X... .199 164 43 .044 152.... 49 68236.9... 84337.3... 8453.394 8453.394 1 H1-1b3 M3 HSS4.000X... .398 164 49 .081 158.... 49 68236.9... 84337.3... 8453.394 8453.394 2....H1-1b4 M4 HSS4.000X... .407 164 49 .092 152.... 49 68236.9... 84337.3... 8453.394 8453.394 1 H1-1b5 M5 HSS4.000X... .211 164 50 .079 164 47 68236.9... 84337.3... 8453.394 8453.394 2....H1-1b6 M6 HSS4.000X... .194 164 43 .043 152.... 49 68236.9... 84337.3... 8453.394 8453.394 3....H1-1b7 M7 L4X4X4 .191 25.083 79 .032 0 z 92 33135.4... 62532 3137.597 5309.716 1 H2-18 M8 L4X4X4 .208 27.771 79 .034 0 z 92 33135.4... 62532 3137.597 5309.716 1 H2-19 M9 L4X4X4 .058 28 52 .009 56 y 52 44186.3... 62532 3137.597 6194.956 1.... H2-110 M10 L4X4X4 .030 28 79 .004 0 y 79 44186.3... 62532 3137.597 6167.224 1.... H2-111 M11 L4X4X4 .074 43 79 .006 86 y 79 33135.4... 62532 3137.597 5532.818 1.... H2-112 M12 L4X4X4 .074 43 79 .006 0 y 79 33135.4... 62532 3137.597 5532.812 1.... H2-113 M13 L4X4X4 .027 28 79 .003 56 z 79 44186.3... 62532 3137.597 5988.974 1 H2-114 M14 L4X4X4 .178 25.083 79 .029 0 y 98 33135.4... 62532 3137.597 5309.716 1 H2-115 M15 L4X4X4 .193 36.729 79 .029 0 y 98 33135.4... 62532 3137.597 5309.716 1 H2-116 M16 L4X4X4 .041 26.25 46 .007 0 y 52 44186.3... 62532 3137.597 5988.974 1 H2-1




Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued)Member Shape Code Check Loc[in] LC Shear ...Loc[in] Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn

17 M17 L4X4X4 .076 43 79 .006 0 y 79 33135.4... 62532 3137.597 5309.716 1 H2-118 M18 L4X4X4 .077 43 79 .006 0 y 79 33135.4... 62532 3137.597 5309.716 1 H2-119 M19 L4X4X4 .030 28 79 .004 56 y 79 44186.3... 62532 3137.597 5988.974 1 H2-120 M20 L4X4X4 .028 28 79 .003 56 z 79 44186.3... 62532 3137.597 6164.77 1.... H2-121 M21 L4X4X4 .029 28 79 .003 56 z 79 44186.3... 62532 3137.597 5988.974 1 H2-122 M22 L4X4X4 .067 43 79 .005 0 z 79 33135.4... 62532 3137.597 5309.716 1 H2-123 M23 L4X4X4 .067 43 79 .005 0 z 79 33135.4... 62532 3137.597 5309.716 1 H2-124 M24 L4X4X4 .051 26.833 52 .006 0 y 52 44186.3... 62532 3137.597 6200.617 1.... H2-125 M25 L4X4X4 .029 28 79 .004 0 y 79 44186.3... 62532 3137.597 6166.582 1.... H2-126 M26 L4X4X4 .071 43 79 .006 86 y 79 33135.4... 62532 3137.597 5532.146 1.... H2-127 M27 L4X4X4 .071 43 79 .006 0 y 79 33135.4... 62532 3137.597 5532.149 1.... H2-128 M28 L4X4X4 .395 79.167 43 .004 0 y 79 12514.09 62532 3137.597 4525.379 1.... H2-129 M29 L4X4X4 .190 85.035 79 .007 0 z 79 10433.3... 62532 3137.597 4028.04 1 H2-130 M30 L4X4X4 .184 85.035 79 .007 0 y 79 10433.3... 62532 3137.597 4322.838 1.... H2-131 M31 L4X4X4 .190 85.035 51 .006 0 y 79 10433.3... 62532 3137.597 4325.246 1.... H2-132 M32 L4X4X4 .193 85.035 47 .005 0 z 79 10433.3... 62532 3137.597 4028.04 1 H2-133 M33 L4X4X4 .367 86 79 .047 129 z 43 2887.749 12159 443.045 835.116 2.... H2-134 M34 L4X4X8 .053 17 51 .015 17 y 50 22452.9... 23625 1065.634 2445.067 1 H2-135 M35 L4X4X8 .098 0 49 .027 17 z 50 22452.9... 23625 1065.634 2445.067 1 H2-136 M36 L4X4X8 .133 0 50 .012 0 y 51 22452.9... 23625 1065.634 2445.067 1 H2-137 M37 L4X4X8 .035 17 49 .003 17 y 48 22452.9... 23625 1065.634 2445.067 1 H2-138 M38 L4X4X8 .094 0 65 .021 0 z 46 22452.9... 23625 1065.634 2445.067 1.... H2-139 M39 L4X4X8 .058 0 49 .006 0 y 48 22452.9... 23625 1065.634 2445.067 1 H2-140 M40 L4X4X8 .039 17 49 .005 0 y 49 22452.9... 23625 1065.634 2445.067 1.... H2-141 M41 L4X4X8 .136 0 52 .026 0 z 52 22452.9... 23625 1065.634 2445.067 1.... H2-142 M42 L4X4X8 .035 0 50 .004 17 y 51 22452.9... 23625 1065.634 2445.067 1 H2-143 M43 L4X4X8 .043 17 50 .011 17 y 50 22452.9... 23625 1065.634 2445.067 1 H2-144 M44 L4X4X8 .045 0 79 .014 0 y 50 22452.9... 23625 1065.634 2445.067 1 H2-145 M45 L4X4X8 .052 0 50 .006 0 y 52 22452.9... 23625 1065.634 2445.067 1 H2-146 M46 L4X4X4 .714 50 43 .080 50 y 49 2855.866 12159 443.045 352.185 1 H2-147 M47 L4X4X4 .648 50 49 .081 50 z 49 2855.866 12159 610.088 352.185 1 H2-148 M49 L4X4X4 .701 86 55 .050 86 y 43 2887.749 12159 443.045 852.042 2.... H2-149 M52 L4X4X4 .472 85.938 43 .085 100 z 43 2944.146 12159 610.088 372.475 1.... H2-150 M54A L4X4X4 .593 71.555 45 .029 0 z 46 12514.09 62532 3137.597 4241.377 1 H2-151 M55 L4X4X4 .214 77.644 43 .004 0 z 79 12514.09 62532 3137.597 4241.377 1 H2-152 M56 L4X4X4 .278 26.405 52 .016 0 z 64 2841.582 12159 610.088 942.342 1.... H2-153 M57 L4X4X4 .265 31.907 79 .005 0 y 79 2841.582 12159 443.045 942.342 1 H2-154 M62 HSS2.375X... .098 66 97 .036 89 92 15868.79 33862.5 2002.875 2002.875 1....H1-1b55 M63 HSS2.375X... .030 42 92 .030 3 49 15868.79 33862.5 2002.875 2002.875 1....H1-1b56 M66 HSS2.375X... .090 80 98 .036 3 49 15868.79 33862.5 2002.875 2002.875 1 H1-1b57 M69 HSS2.375X... .073 67 98 .029 89 92 15868.79 33862.5 2002.875 2002.875 1....H1-1b58 M72A L4X4X4 .441 31.907 79 .004 0 y 79 2841.582 12159 443.045 942.342 1.... H2-159 M73A L4X4X8 .308 43 49 .012 0 z 79 6659.746 23625 1065.634 2075.561 1.... H2-160 M74A L4X4X8 .308 43 49 .012 86 z 79 6659.746 23625 1065.634 2075.557 1.... H2-161 M75A L4X4X8 .008 8.5 43 .007 17 y 79 22452.9... 23625 1065.634 2445.067 1.... H2-162 M76 L4X4X8 .008 8.5 43 .007 17 y 79 22452.9... 23625 1065.634 2445.067 1.... H2-163 M77 L4X4X8 .016 8.5 43 .004 17 y 91 22452.9... 23625 1065.634 2445.067 1.... H2-164 M78 L4X4X8 .016 8.5 43 .005 0 y 79 22452.9... 23625 1065.634 2445.067 1.... H2-165 M79 L4X4X8 .075 0 50 .008 0 y 51 22452.9... 23625 1065.634 2445.067 1 H2-166 M80 L4X4X8 .045 0 48 .008 0 y 48 22452.9... 23625 1065.634 2445.067 1 H2-167 M81 L4X4X8 .053 0 43 .003 0 y 54 22452.9... 23625 1065.634 2445.067 1 H2-1




Envelope AISI S100-16: LRFD Cold Formed Steel Code ChecksMember Shape Code Check Loc[in] LC Shear...Loc[in] Dir LCphi*Pn[lb]phi*Tn[lb]phi*Mn... phi*Mn... phi*V...phi*V... Cb Eqn



Analysis date: 09/03/21

BOLT TOOL 1.4

6385.4 lbs5522.3 lbs4871.7 lbs527.5 lbs76.3% --9.6% --76.3% Pass

0.5 in M4 --A307 -- 37 --

36 ksi60 ksi4 -- - lbs- -- - lb-ft

No -- - lbs- in - lb-ft

- --- ---- --- --

Job Code:

TIA-222-H

Bolt Properties

166962

Pretension Standard:

Torsion Capacity (ɸRnr):

Controlling Member:Controlling LC:

Slip CheckNumber of Bolts:

Sliding Usage:Torsion Usage:

Interaction:

Ultimate Strength (Fu):

Sliding Force (Vus):

PR46

Shear Force (Vu):

Threads Included:Double Shear:

Connection Pipe Size:


Yield Strength (Fy):Grade:

Connection Type:Diameter:

Torsional Force (Tur):

Tension Usage:Shear Usage:

Interaction:

Sliding Capacity (ɸRns):

Bolt

Connection Description

Alpha & Gamma - Mount to rooftop

-Slip Check:TIA-222-HDesign Standard:

CodeBolt Check

Tensile Capacity (ɸTn):Shear Capacity (ɸVn):

Tension Force (Tu):

Project DataSite Name: PSU

Site Number:

-4

-3

-2

-1

0

1

2

3

4

-4 -2 0 2 4

Z Ax

is (in

)

Y Axis (in)

Bolt Layout


Page 1

Page 2

Page 3

Page 4

Page 5

Page 6

Page 7

Page 8

Page 9

Page 10

Page 11

Company : Trylon Aug 9, 20213:48 PMDesigner : AC

Job Number : 166962 Checked By: CAModel Name : PR46 - Proposed Beta sector

(Global) Model SettingsDisplay Sections for Member CalcsMax Internal Sections for Member CalcsInclude Shear Deformation?Increase Nailing Capacity for Wind?Include Warping?Trans Load Btwn Intersecting Wood Wall?Area Load Mesh (in^2)Merge Tolerance (in)P-Delta Analysis ToleranceInclude P-Delta for Walls?Automatically Iterate Stiffness for Walls?Max Iterations for Wall StiffnessGravity Acceleration (in/sec^2)Wall Mesh Size (in)Eigensolution Convergence Tol. (1.E-)Vertical AxisGlobal Member Orientation PlaneStatic SolverDynamic Solver

5 97 YesYesYesYes144.120.50%NoNo3386.4244ZXYSparse AcceleratedAccelerated Solver

Hot Rolled Steel CodeAdjust Stiffness?RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete CodeMasonry CodeAluminum CodeStainless Steel Code

AISC 15th(360-16): LRFDYes(Iterative)AISC 15th(360-16): LRFDAISI S100-16: LRFDNone< 100FNoneNoneNone - BuildingNone

Number of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme Beta Factor (PCA)Concrete Stress BlockUse Cracked Sections?Use Cracked Sections Slab?Bad Framing Warnings?Unused Force Warnings?Min 1 Bar Diam. Spacing?Concrete Rebar SetMin % Steel for ColumnMax % Steel for Column

44Exact Integration.65RectangularYesYesNoYesNoREBAR_SET_ASTMA61518

RISA-3D Version 17.0.4 Page 12 [E:\...\...\...\...\1-RISA\PR46 - Proposed Beta Sector.r3d]



(Global) Model Settings, ContinuedSeismic CodeSeismic Base Elevation (in)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1SDSS1TL (sec)Risk CatDrift Cat

ASCE 7-10Not EnteredYes.02.02Not EnteredNot Entered33.75.751115I or IIOther

Om ZOm XCd ZCd XRho ZRho X

111111

Hot Rolled Steel PropertiesLabel E [ksi] G [ksi] Nu Therm (/1... Density[k/ft^3] Yield[ksi] Ry Fu[ksi] Rt

1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.12 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.23 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.14 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.35 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.36 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.27 A1085 29000 11154 .3 .65 .49 50 1.25 65 1.158 A913 Gr.65 29000 11154 .3 .65 .49 65 1.1 80 1.19 FRP 2800 450 .5 .44 .114 7 1 7 1.1

Cold Formed Steel PropertiesLabel E [ksi] G [ksi] Nu Therm (/1E5 F) Density[k/ft^3] Yield[ksi] Fu[ksi]

1 A653 SS Gr33 29500 11346 .3 .65 .49 33 452 A653 SS Gr50/1 29500 11346 .3 .65 .49 50 65

Hot Rolled Steel Section SetsLabel Shape Type Design List Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4]

1 PIPE_2.0 PIPE_2.0 Beam Pipe A53 Gr.B Typical 1.02 .627 .627 1.252 HSS4X4X6 FRP HSS4X4X6 Beam Tube FRP Typical 4.78 10.3 10.3 17.53 L4X4X6 FRP L4X4X6 Beam Single An... FRP Typical 2.86 4.32 4.32 .1414 L5X5X6 Steel L5X5X6 Beam Single An...A36 Gr.36 Typical 3.65 8.76 8.76 .1835 HSS4X4X8 FRP HSS4X4X8 Beam Tube FRP Typical 6.02 11.9 11.9 216 L4X4X8 FRP L4X4X8 Beam Single An... FRP Typical 3.75 5.52 5.52 .322




Cold Formed Steel Section SetsLabel Shape Type Design L... Material Design ... A [in2] Iyy [in4] Izz [in4] J [in4]

1 CF1A 8CU1.25... Beam None A653 SS Gr33 Typical .581 .057 4.41 .00063

Joint Boundary ConditionsJoint 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 N5 Reaction Reaction Reaction Reaction Reaction Reaction2 N2 Reaction Reaction Reaction Reaction Reaction Reaction3 N3 Reaction Reaction Reaction Reaction Reaction Reaction4 N6 Reaction Reaction Reaction Reaction Reaction Reaction5 N1 Reaction Reaction Reaction Reaction Reaction Reaction6 N4 Reaction Reaction Reaction Reaction Reaction Reaction

Member Primary DataLabel I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules

1 M1 N9 N3 HSS4X4X8 FRP Beam Tube FRP Typical2 M2 N12 N6 HSS4X4X8 FRP Beam Tube FRP Typical3 M3 N7 N1 HSS4X4X8 FRP Beam Tube FRP Typical4 M4 N10 N4 HSS4X4X8 FRP Beam Tube FRP Typical5 M5 N8 N2 HSS4X4X8 FRP Beam Tube FRP Typical6 M6 N11 N5 HSS4X4X8 FRP Beam Tube FRP Typical7 M7 N9 N7 90 HSS4X4X8 FRP Beam Tube FRP Typical8 M8 N7 N8 90 HSS4X4X8 FRP Beam Tube FRP Typical9 M9 N8 N11 90 HSS4X4X8 FRP Beam Tube FRP Typical10 M10 N9 N12 180 HSS4X4X8 FRP Beam Tube FRP Typical11 M11 N12 N10 180 HSS4X4X8 FRP Beam Tube FRP Typical12 M12 N10 N11 180 HSS4X4X8 FRP Beam Tube FRP Typical13 M13 N10 N7 90 HSS4X4X8 FRP Beam Tube FRP Typical14 M14 N51 N49 90 HSS4X4X8 FRP Beam Tube FRP Typical15 M15 N49 N50 HSS4X4X8 FRP Beam Tube FRP Typical16 M16 N50 N97 HSS4X4X8 FRP Beam Tube FRP Typical17 M17 N51 N98 HSS4X4X8 FRP Beam Tube FRP Typical18 M18 N19 N18 90 HSS4X4X8 FRP Beam Tube FRP Typical19 M19 N22 N18 90 HSS4X4X8 FRP Beam Tube FRP Typical20 M20 N18 N21 HSS4X4X8 FRP Beam Tube FRP Typical21 M21 N21 N23 HSS4X4X8 FRP Beam Tube FRP Typical22 M22 N22 N24 HSS4X4X8 FRP Beam Tube FRP Typical23 M23 N24A N25 180 L5X5X6 Steel Beam Single Angle A36 Gr.36 Typical24 M24 N27 N26 180 L5X5X6 Steel Beam Single Angle A36 Gr.36 Typical25 M25 N28 N29 180 L5X5X6 Steel Beam Single Angle A36 Gr.36 Typical26 M26 N31 N30 180 L5X5X6 Steel Beam Single Angle A36 Gr.36 Typical27 M27 N36 N32 RIGID None None RIGID Typical28 M28 N38 N34 RIGID None None RIGID Typical29 M29 N37 N33 RIGID None None RIGID Typical30 M30 N39 N35 RIGID None None RIGID Typical31 M31 N40 N42 PIPE_2.0 Beam Pipe A53 Gr.B Typical32 M32 N41 N43 PIPE_2.0 Beam Pipe A53 Gr.B Typical33 M37 N24 N19 180 HSS4X4X8 FRP Beam Tube FRP Typical34 M38 N19 N23 180 HSS4X4X8 FRP Beam Tube FRP Typical35 M39 N98 N44 90 HSS4X4X8 FRP Beam Tube FRP Typical36 M40 N44 N97 HSS4X4X8 FRP Beam Tube FRP Typical37 M41 N48 N45 HSS4X4X8 FRP Beam Tube FRP Typical38 M42 N50A N47 HSS4X4X8 FRP Beam Tube FRP Typical39 M55 N63 N61 HSS4X4X8 FRP Beam Tube FRP Typical40 M56 N64 N62 HSS4X4X8 FRP Beam Tube FRP Typical




Member Primary Data (Continued)Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules

41 M64 N61A N63A RIGID None None RIGID Typical42 M65 N62A N64A RIGID None None RIGID Typical43 M66 N65A N66A PIPE_2.0 Beam Pipe A53 Gr.B Typical44 M67 N44 N49 90 HSS4X4X8 FRP Beam Tube FRP Typical45 M45 N68 N69 180 L4X4X8 FRP Beam Single Angle FRP Typical46 M46 N69 N66B 180 L4X4X8 FRP Beam Single Angle FRP Typical47 M47 N66B N70 180 L4X4X8 FRP Beam Single Angle FRP Typical48 M48 N70 N67 180 L4X4X8 FRP Beam Single Angle FRP Typical49 M49 N65B N71 180 L4X4X8 FRP Beam Single Angle FRP Typical50 M50 N71 N63B 180 L4X4X8 FRP Beam Single Angle FRP Typical51 M51 N63B N72 180 L4X4X8 FRP Beam Single Angle FRP Typical52 M52 N72 N64B 180 L4X4X8 FRP Beam Single Angle FRP Typical53 M53 N78 N79 L4X4X8 FRP Beam Single Angle FRP Typical54 M54 N79 N76 L4X4X8 FRP Beam Single Angle FRP Typical55 M55A N76 N80 L4X4X8 FRP Beam Single Angle FRP Typical56 M56A N80 N77 L4X4X8 FRP Beam Single Angle FRP Typical57 M57 N75 N81 L4X4X8 FRP Beam Single Angle FRP Typical58 M59 N73 N82 L4X4X8 FRP Beam Single Angle FRP Typical59 M60 N82 N74 L4X4X8 FRP Beam Single Angle FRP Typical60 M60A N12 N68 180 L4X4X8 FRP Beam Single Angle FRP Typical61 M62 N11 N67 90 L4X4X8 FRP Beam Single Angle FRP Typical62 M63 N83 N97 180 L4X4X8 FRP Beam Single Angle FRP Typical63 M67A N83 N23 180 L4X4X8 FRP Beam Single Angle FRP Typical64 M67B N86 N98 90 L4X4X8 FRP Beam Single Angle FRP Typical65 M68 N86 N24 90 L4X4X8 FRP Beam Single Angle FRP Typical

Member Advanced DataLabel I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...

1 M1 Yes None2 M2 Yes None3 M3 Yes None4 M4 Yes None5 M5 Yes None6 M6 Yes None7 M7 BenPIN BenPIN Yes None8 M8 BenPIN BenPIN Yes None9 M9 BenPIN BenPIN Yes None10 M10 BenPIN BenPIN Yes None11 M11 BenPIN BenPIN Yes None12 M12 BenPIN BenPIN Yes None13 M13 BenPIN BenPIN Yes None14 M14 BenPIN BenPIN Yes Default None15 M15 BenPIN BenPIN Yes None16 M16 BenPIN BenPIN Yes None17 M17 BenPIN BenPIN Yes None18 M18 BenPIN BenPIN Yes None19 M19 BenPIN BenPIN Yes Default None20 M20 BenPIN BenPIN Yes None21 M21 BenPIN BenPIN Yes None22 M22 BenPIN BenPIN Yes None23 M23 BenPIN BenPIN Yes None24 M24 BenPIN BenPIN Yes None25 M25 BenPIN BenPIN Yes None26 M26 BenPIN BenPIN Yes None27 M27 OOOXOO Yes ** NA ** None




Member Advanced Data (Continued)Label I Release J Release I Offset[in] J Offset[in] T/C Only Physical Defl Rat...Analysis ... Inactive Seismic...

28 M28 OOOXOO Yes ** NA ** None29 M29 OOOXOO Yes ** NA ** None30 M30 OOOXOO Yes ** NA ** None31 M31 Yes None32 M32 Yes None33 M37 BenPIN BenPIN Yes None34 M38 BenPIN BenPIN Yes None35 M39 BenPIN BenPIN Yes Default None36 M40 BenPIN BenPIN Yes None37 M41 BenPIN BenPIN Yes None38 M42 BenPIN BenPIN Yes None39 M55 BenPIN BenPIN Yes None40 M56 BenPIN BenPIN Yes None41 M64 Yes ** NA ** None42 M65 Yes ** NA ** None43 M66 Yes None44 M67 BenPIN BenPIN Yes None45 M45 BenPIN BenPIN Yes None46 M46 BenPIN BenPIN Yes None47 M47 BenPIN BenPIN Yes None48 M48 BenPIN BenPIN Yes None49 M49 BenPIN BenPIN Yes None50 M50 BenPIN BenPIN Yes None51 M51 BenPIN BenPIN Yes None52 M52 BenPIN BenPIN Yes None53 M53 BenPIN BenPIN Yes None54 M54 BenPIN BenPIN Yes None55 M55A BenPIN BenPIN Yes None56 M56A BenPIN BenPIN Yes None57 M57 BenPIN BenPIN Yes None58 M59 BenPIN BenPIN Yes None59 M60 BenPIN BenPIN Yes None60 M60A BenPIN BenPIN Yes None61 M62 BenPIN BenPIN Yes None62 M63 BenPIN BenPIN Yes None63 M67A BenPIN BenPIN Yes Default None64 M67B BenPIN BenPIN Yes Default None65 M68 BenPIN BenPIN Yes Default None

Hot Rolled Steel Design ParametersLabel Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[i...Lcomp bot[i...L-torq... Kyy Kzz Cb Functi...

1 M1 HSS4X4X8 FRP 175 77 77 Lbyy 77 1 1 Lateral2 M2 HSS4X4X8 FRP 175 77 77 Lbyy 77 1 1 Lateral3 M3 HSS4X4X8 FRP 175 77 77 Lbyy 77 1 1 Lateral4 M4 HSS4X4X8 FRP 175 77 77 Lbyy 77 1 1 Lateral5 M5 HSS4X4X8 FRP 175 77 77 Lbyy 77 1 1 Lateral6 M6 HSS4X4X8 FRP 175 77 77 Lbyy 77 1 1 Lateral7 M7 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral8 M8 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral9 M9 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral10 M10 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral11 M11 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral12 M12 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral13 M13 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral14 M14 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral




Hot Rolled Steel Design Parameters (Continued)Label Shape Length[in] Lbyy[in] Lbzz[in] Lcomp top[i...Lcomp bot[i...L-torq... Kyy Kzz Cb Functi...

15 M15 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral16 M16 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral17 M17 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral18 M18 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral19 M19 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral20 M20 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral21 M21 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral22 M22 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral23 M23 L5X5X6 Steel 92.801 92.801 92.801 Lbyy 92.801 1 1 Lateral24 M24 L5X5X6 Steel 92.801 92.801 92.801 Lbyy 92.801 1 1 Lateral25 M25 L5X5X6 Steel 92.801 92.801 92.801 Lbyy 92.801 1 1 Lateral26 M26 L5X5X6 Steel 92.801 92.801 92.801 Lbyy 92.801 1 1 Lateral27 M31 PIPE_2.0 96 96 96 Lbyy 96 1 1 Lateral28 M32 PIPE_2.0 96 96 96 Lbyy 96 1 1 Lateral29 M37 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral30 M38 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral31 M39 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral32 M40 HSS4X4X8 FRP 86 86 86 Lbyy 86 1 1 Lateral33 M41 HSS4X4X8 FRP 154 77 77 Lbyy 77 1 1 Lateral34 M42 HSS4X4X8 FRP 154 77 77 Lbyy 77 1 1 Lateral35 M55 HSS4X4X8 FRP 154 77 77 Lbyy 77 1 1 Lateral36 M56 HSS4X4X8 FRP 154 77 77 Lbyy 77 1 1 Lateral37 M66 PIPE_2.0 96 96 96 Lbyy 96 1 1 Lateral38 M67 HSS4X4X8 FRP 56 56 56 Lbyy 56 1 1 Lateral39 M45 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral40 M46 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral41 M47 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral42 M48 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral43 M49 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral44 M50 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral45 M51 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral46 M52 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral47 M53 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral48 M54 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral49 M55A L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral50 M56A L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral51 M57 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral52 M59 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral53 M60 L4X4X8 FRP 77.936 77.936 77.936 Lbyy 77.936 1 1 Lateral54 M60A L4X4X8 FRP 90.427 90.427 90.427 Lbyy 90.427 1 1 Lateral55 M62 L4X4X8 FRP 90.427 90.427 90.427 Lbyy 90.427 1 1 Lateral56 M63 L4X4X8 FRP 70 66.038 66.038 Lbyy 66.038 1 1 Lateral57 M67A L4X4X8 FRP 66.038 66.038 66.038 Lbyy 66.038 Lateral58 M67B L4X4X8 FRP 70 66.038 66.038 Lbyy 66.038 1 1 Lateral59 M68 L4X4X8 FRP 66.038 66.038 66.038 Lbyy 66.038 Lateral

Cold Formed Steel Design ParametersLabel Shape Length... Lbyy[in] Lbzz[in] Lcomp to... Lcomp bo...L-torque[in] Kyy Kzz Cb R a[in] Funct...


Joint Loads and Enforced Displacements Joint Label L,D,M Direction Magnitude[(lb,lb-ft), (in,rad), (lb*s^2...





Member Point Loads (BLC 1 : Dead Load)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

1 M32 Z -49.6 62 M32 Z -49.6 663 M31 Z -49.6 64 M31 Z -49.6 665 M32 Z -17.64 366 M32 Z -17.64 367 M32 Z -28.4 808 M32 Z -28.4 809 M32 Z -45.5 3610 M32 Z -45.5 3611 M31 Z -50.71 4012 M31 Z -50.71 4013 M31 Z -25.5 4014 M31 Z -25.5 4015 M66 Z -17.5 4016 M66 Z -17.5 4017 M32 Z -22.55 1218 M32 Z -22.55 1219 M32 Z -22.55 1220 M32 Z -22.55 12

Member Point Loads (BLC 5 : Ice Dead Load)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

1 M32 Z -240.13 62 M32 Z -240.13 663 M31 Z -240.13 64 M31 Z -240.13 665 M32 Z -34.03 366 M32 Z -34.03 367 M32 Z -56.86 808 M32 Z -56.86 809 M32 Z -91.84 3610 M32 Z -91.84 3611 M31 Z -61.62 4012 M31 Z -61.62 4013 M31 Z -49.94 4014 M31 Z -49.94 4015 M66 Z -47.81 4016 M66 Z -47.81 4017 M32 Z -38.08 1218 M32 Z -38.08 1219 M32 Z -38.08 1220 M32 Z -38.08 12

Member Point Loads (BLC 23 : Horizontal Seismic Load X)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

1 M32 X -52.85 62 M32 X -52.85 663 M31 X -52.85 64 M31 X -52.85 665 M32 X -18.79 366 M32 X -18.79 367 M32 X -30.26 808 M32 X -30.26 809 M32 X -48.48 36




Member Point Loads (BLC 23 : Horizontal Seismic Load X) (Continued)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

10 M32 X -48.48 3611 M31 X -54.03 4012 M31 X -54.03 4013 M31 X -27.17 4014 M31 X -27.17 4015 M66 X -18.65 4016 M66 X -18.65 4017 M32 X -24.03 1218 M32 X -24.03 1219 M32 X -24.03 1220 M32 X -24.03 12

Member Point Loads (BLC 24 : Horizontal Seismic Load Y)Member Label Direction Magnitude[lb,lb-ft] Location[in,%]

1 M32 Y -52.85 62 M32 Y -52.85 663 M31 Y -52.85 64 M31 Y -52.85 665 M32 Y -18.79 366 M32 Y -18.79 367 M32 Y -30.26 808 M32 Y -30.26 809 M32 Y -48.48 3610 M32 Y -48.48 3611 M31 Y -54.03 4012 M31 Y -54.03 4013 M31 Y -27.17 4014 M31 Y -27.17 4015 M66 Y -18.65 4016 M66 Y -18.65 4017 M32 Y -24.03 1218 M32 Y -24.03 1219 M32 Y -24.03 1220 M32 Y -24.03 12

Member Distributed Loads (BLC 5 : Ice Dead Load)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,psf] Start Locati...End Locati...

1 M1 Z -19.41 -19.41 0 02 M2 Z -19.41 -19.41 0 03 M3 Z -19.41 -19.41 0 04 M4 Z -19.41 -19.41 0 05 M5 Z -19.41 -19.41 0 06 M6 Z -19.41 -19.41 0 07 M7 Z -19.41 -19.41 0 08 M8 Z -19.41 -19.41 0 09 M9 Z -19.41 -19.41 0 010 M10 Z -19.41 -19.41 0 011 M11 Z -19.41 -19.41 0 012 M12 Z -19.41 -19.41 0 013 M13 Z -19.41 -19.41 0 014 M14 Z -19.41 -19.41 0 015 M15 Z -19.41 -19.41 0 016 M16 Z -19.41 -19.41 0 017 M17 Z -19.41 -19.41 0 018 M18 Z -19.41 -19.41 0 0




Member Distributed Loads (BLC 5 : Ice Dead Load) (Continued)Member Label Direction Start Magnitude[lb/ft,F,psf] End Magnitude[lb/ft,F,psf] Start Locati...End Locati...

19 M19 Z -19.41 -19.41 0 020 M20 Z -19.41 -19.41 0 021 M21 Z -19.41 -19.41 0 022 M22 Z -19.41 -19.41 0 023 M23 Z -23.68 -23.68 0 024 M24 Z -23.68 -23.68 0 025 M25 Z -23.68 -23.68 0 026 M26 Z -23.68 -23.68 0 027 M31 Z -11.97 -11.97 0 028 M32 Z -11.97 -11.97 0 029 M37 Z -19.41 -19.41 0 030 M38 Z -19.41 -19.41 0 031 M39 Z -19.41 -19.41 0 032 M40 Z -19.41 -19.41 0 033 M41 Z -19.41 -19.41 0 034 M42 Z -19.41 -19.41 0 035 M55 Z -19.41 -19.41 0 036 M56 Z -19.41 -19.41 0 037 M66 Z -11.97 -11.97 0 038 M67 Z -19.41 -19.41 0 039 M45 Z -20.16 -20.16 0 040 M46 Z -20.16 -20.16 0 041 M47 Z -20.16 -20.16 0 042 M48 Z -20.16 -20.16 0 043 M49 Z -20.16 -20.16 0 044 M50 Z -20.16 -20.16 0 045 M51 Z -20.16 -20.16 0 046 M52 Z -20.16 -20.16 0 047 M53 Z -20.16 -20.16 0 048 M54 Z -20.16 -20.16 0 049 M55A Z -20.16 -20.16 0 050 M56A Z -20.16 -20.16 0 051 M57 Z -20.16 -20.16 0 052 M59 Z -20.16 -20.16 0 053 M60 Z -20.16 -20.16 0 054 M60A Z -20.16 -20.16 0 055 M62 Z -20.16 -20.16 0 056 M63 Z -20.16 -20.16 0 057 M67B Z -20.16 -20.16 0 0


1 M1 Z -1.962 -3.531 0 26.252 M1 Z -3.531 -2.597 26.25 52.53 M1 Z -2.597 -1.277 52.5 78.754 M1 Z -1.277 -1.959 78.75 1055 M1 Z -1.959 -2.521 105 131.256 M1 Z -2.521 -3.081 131.25 157.57 M3 Z -3.361 -3.825 0 26.258 M3 Z -3.825 -2.487 26.25 52.59 M3 Z -2.487 -1.02 52.5 78.7510 M3 Z -1.02 -2.367 78.75 10511 M3 Z -2.367 -3.602 105 131.2512 M3 Z -3.602 -3.584 131.25 157.513 M5 Z -1.918 -3.53 0 26.2514 M5 Z -3.53 -2.621 26.25 52.5





15 M5 Z -2.621 -1.293 52.5 78.7516 M5 Z -1.293 -1.961 78.75 10517 M5 Z -1.961 -2.523 105 131.2518 M5 Z -2.523 -3.083 131.25 157.519 M7 Z -.562 -1.23 0 17.220 M7 Z -1.23 -1.184 17.2 34.421 M7 Z -1.184 -1.18 34.4 51.622 M7 Z -1.18 -1.222 51.6 68.823 M7 Z -1.222 -.551 68.8 8624 M8 Z -.549 -1.223 0 17.225 M8 Z -1.223 -1.181 17.2 34.426 M8 Z -1.181 -1.18 34.4 51.627 M8 Z -1.18 -1.222 51.6 68.828 M8 Z -1.222 -.551 68.8 8629 M14 Z -.551 -1.222 0 17.230 M14 Z -1.222 -1.18 17.2 34.431 M14 Z -1.18 -1.181 34.4 51.632 M14 Z -1.181 -1.223 51.6 68.833 M14 Z -1.223 -.549 68.8 8634 M15 Z -.551 -1.222 0 17.235 M15 Z -1.222 -1.18 17.2 34.436 M15 Z -1.18 -1.181 34.4 51.637 M15 Z -1.181 -1.223 51.6 68.838 M15 Z -1.223 -.549 68.8 8639 M19 Z -1.777 -2.787 0 17.240 M19 Z -2.787 -1.697 17.2 34.441 M19 Z -1.697 -1.697 34.4 51.642 M19 Z -1.697 -2.787 51.6 68.843 M19 Z -2.787 -1.777 68.8 8644 M20 Z -1.777 -2.787 0 17.245 M20 Z -2.787 -1.697 17.2 34.446 M20 Z -1.697 -1.697 34.4 51.647 M20 Z -1.697 -2.787 51.6 68.848 M20 Z -2.787 -1.777 68.8 8649 M41 Z -.2 -2.615 0 25.66750 M41 Z -2.615 -3.872 25.667 51.33351 M41 Z -3.872 -3.88 51.333 7752 M41 Z -3.88 -3.863 77 102.66753 M41 Z -3.863 -2.661 102.667 128.33354 M41 Z -2.661 -.239 128.333 15455 M42 Z -.239 -2.661 0 25.66756 M42 Z -2.661 -3.863 25.667 51.33357 M42 Z -3.863 -3.88 51.333 7758 M42 Z -3.88 -3.872 77 102.66759 M42 Z -3.872 -2.615 102.667 128.33360 M42 Z -2.615 -.2 128.333 15461 M45 Z -.712 -3.108 0 15.58762 M45 Z -3.108 -4.238 15.587 31.17463 M45 Z -4.238 -4.238 31.174 46.76264 M45 Z -4.238 -3.108 46.762 62.34965 M45 Z -3.108 -.712 62.349 77.93666 M46 Z -.712 -3.112 0 15.58767 M46 Z -3.112 -4.25 15.587 31.17468 M46 Z -4.25 -4.252 31.174 46.76269 M46 Z -4.252 -3.093 46.762 62.34970 M46 Z -3.093 -.648 62.349 77.93671 M47 Z -.65 -3.098 0 15.587RISA-3D Version 17.0.4 Page 21 [E:\...\...\...\...\1-RISA\PR46 - Proposed Beta Sector.r3d]




72 M47 Z -3.098 -4.262 15.587 31.17473 M47 Z -4.262 -4.262 31.174 46.76274 M47 Z -4.262 -3.098 46.762 62.34975 M47 Z -3.098 -.65 62.349 77.93676 M48 Z -.649 -3.097 0 15.58777 M48 Z -3.097 -4.262 15.587 31.17478 M48 Z -4.262 -4.262 31.174 46.76279 M48 Z -4.262 -3.097 46.762 62.34980 M48 Z -3.097 -.649 62.349 77.93681 M49 Z -.649 -3.097 0 15.58782 M49 Z -3.097 -4.262 15.587 31.17483 M49 Z -4.262 -4.262 31.174 46.76284 M49 Z -4.262 -3.097 46.762 62.34985 M49 Z -3.097 -.649 62.349 77.93686 M50 Z -.65 -3.098 0 15.58787 M50 Z -3.098 -4.262 15.587 31.17488 M50 Z -4.262 -4.262 31.174 46.76289 M50 Z -4.262 -3.098 46.762 62.34990 M50 Z -3.098 -.65 62.349 77.93691 M51 Z -.648 -3.093 0 15.58792 M51 Z -3.093 -4.252 15.587 31.17493 M51 Z -4.252 -4.25 31.174 46.76294 M51 Z -4.25 -3.112 46.762 62.34995 M51 Z -3.112 -.712 62.349 77.93696 M52 Z -.713 -3.112 0 15.58797 M52 Z -3.112 -4.249 15.587 31.17498 M52 Z -4.249 -4.251 31.174 46.76299 M52 Z -4.251 -3.093 46.762 62.349100 M52 Z -3.093 -.649 62.349 77.936101 M6 Z -2.032 -3.441 0 26.25102 M6 Z -3.441 -3.755 26.25 52.5103 M6 Z -3.755 -2.829 52.5 78.75104 M6 Z -2.829 -3.848 78.75 105105 M6 Z -3.848 -4.262 105 131.25106 M6 Z -4.262 -1.981 131.25 157.5107 M9 Z -2.897 -1.903 0 28108 M9 Z -1.903 -.909 28 56109 M16 Z -2.645 -1.446 0 28110 M16 Z -1.446 -.246 28 56111 M21 Z -.737 -2.822 0 11.2112 M21 Z -2.822 -3.807 11.2 22.4113 M21 Z -3.807 -3.288 22.4 33.6114 M21 Z -3.288 -1.849 33.6 44.8115 M21 Z -1.849 -.174 44.8 56116 M62 Z -.297 -3.646 9.043 25.319117 M62 Z -3.646 -5.52 25.319 41.596118 M62 Z -5.52 -5.169 41.596 57.873119 M62 Z -5.169 -3.256 57.873 74.15120 M62 Z -3.256 -.297 74.15 90.427121 M63 Z -1.747 -2.109 0 12.6122 M63 Z -2.109 -3.601 12.6 25.2123 M63 Z -3.601 -4.177 25.2 37.8124 M63 Z -4.177 -2.744 37.8 50.4125 M63 Z -2.744 -1.348 50.4 63126 M67A Z -.157 -2.687 0 11.887127 M67A Z -2.687 -4.845 11.887 23.774128 M67A Z -4.845 -4.671 23.774 35.66RISA-3D Version 17.0.4 Page 22 [E:\...\...\...\...\1-RISA\PR46 - Proposed Beta Sector.r3d]




129 M67A Z -4.671 -2.443 35.66 47.547130 M67A Z -2.443 -.157 47.547 59.434131 M2 Z -2.075 -3.442 0 26.25132 M2 Z -3.442 -3.73 26.25 52.5133 M2 Z -3.73 -2.813 52.5 78.75134 M2 Z -2.813 -3.846 78.75 105135 M2 Z -3.846 -4.261 105 131.25136 M2 Z -4.261 -1.98 131.25 157.5137 M4 Z -3.462 -3.925 0 26.25138 M4 Z -3.925 -2.557 26.25 52.5139 M4 Z -2.557 -1.893 52.5 78.75140 M4 Z -1.893 -4.362 78.75 105141 M4 Z -4.362 -4.68 105 131.25142 M4 Z -4.68 -2.253 131.25 157.5143 M11 Z -.562 -1.23 0 17.2144 M11 Z -1.23 -1.184 17.2 34.4145 M11 Z -1.184 -1.18 34.4 51.6146 M11 Z -1.18 -1.222 51.6 68.8147 M11 Z -1.222 -.551 68.8 86148 M12 Z -.549 -1.223 0 17.2149 M12 Z -1.223 -1.181 17.2 34.4150 M12 Z -1.181 -1.18 34.4 51.6151 M12 Z -1.18 -1.222 51.6 68.8152 M12 Z -1.222 -.551 68.8 86153 M37 Z -1.817 -2.827 0 17.2154 M37 Z -2.827 -1.737 17.2 34.4155 M37 Z -1.737 -2.342 34.4 51.6156 M37 Z -2.342 -3.638 51.6 68.8157 M37 Z -3.638 -1.829 68.8 86158 M38 Z -1.777 -2.787 0 17.2159 M38 Z -2.787 -1.697 17.2 34.4160 M38 Z -1.697 -1.697 34.4 51.6161 M38 Z -1.697 -2.787 51.6 68.8162 M38 Z -2.787 -1.777 68.8 86163 M39 Z -.584 -1.255 0 17.2164 M39 Z -1.255 -1.27 17.2 34.4165 M39 Z -1.27 -2.101 34.4 51.6166 M39 Z -2.101 -2.01 51.6 68.8167 M39 Z -2.01 -.1 68.8 86168 M40 Z -.551 -1.222 0 17.2169 M40 Z -1.222 -1.18 17.2 34.4170 M40 Z -1.18 -1.181 34.4 51.6171 M40 Z -1.181 -1.223 51.6 68.8172 M40 Z -1.223 -.549 68.8 86173 M55 Z -.218 -2.633 0 25.667174 M55 Z -2.633 -3.89 25.667 51.333175 M55 Z -3.89 -4.342 51.333 77176 M55 Z -4.342 -5.107 77 102.667177 M55 Z -5.107 -4.025 102.667 128.333178 M55 Z -4.025 -1.167 128.333 154179 M56 Z -.239 -2.661 0 25.667180 M56 Z -2.661 -3.863 25.667 51.333181 M56 Z -3.863 -3.88 51.333 77182 M56 Z -3.88 -3.872 77 102.667183 M56 Z -3.872 -2.615 102.667 128.333184 M56 Z -2.615 -.2 128.333 154185 M53 Z -.712 -3.108 0 15.587RISA-3D Version 17.0.4 Page 23 [E:\...\...\...\...\1-RISA\PR46 - Proposed Beta Sector.r3d]




186 M53 Z -3.108 -4.238 15.587 31.174187 M53 Z -4.238 -4.238 31.174 46.762188 M53 Z -4.238 -3.108 46.762 62.349189 M53 Z -3.108 -.712 62.349 77.936190 M54 Z -.712 -3.112 0 15.587191 M54 Z -3.112 -4.25 15.587 31.174192 M54 Z -4.25 -4.252 31.174 46.762193 M54 Z -4.252 -3.093 46.762 62.349194 M54 Z -3.093 -.648 62.349 77.936195 M55A Z -.65 -3.098 0 15.587196 M55A Z -3.098 -4.262 15.587 31.174197 M55A Z -4.262 -4.262 31.174 46.762198 M55A Z -4.262 -3.098 46.762 62.349199 M55A Z -3.098 -.65 62.349 77.936200 M56A Z -.649 -3.097 0 15.587201 M56A Z -3.097 -4.262 15.587 31.174202 M56A Z -4.262 -4.262 31.174 46.762203 M56A Z -4.262 -3.097 46.762 62.349204 M56A Z -3.097 -.649 62.349 77.936205 M57 Z -.649 -3.097 0 15.587206 M57 Z -3.097 -4.262 15.587 31.174207 M57 Z -4.262 -4.262 31.174 46.762208 M57 Z -4.262 -3.097 46.762 62.349209 M57 Z -3.097 -.649 62.349 77.936210 M59 Z -.648 -3.093 0 15.587211 M59 Z -3.093 -4.252 15.587 31.174212 M59 Z -4.252 -4.25 31.174 46.762213 M59 Z -4.25 -3.112 46.762 62.349214 M59 Z -3.112 -.712 62.349 77.936215 M60 Z -.713 -3.112 0 15.587216 M60 Z -3.112 -4.249 15.587 31.174217 M60 Z -4.249 -4.251 31.174 46.762218 M60 Z -4.251 -3.093 46.762 62.349219 M60 Z -3.093 -.649 62.349 77.936220 M10 Z -2.897 -1.903 0 28221 M10 Z -1.903 -.909 28 56222 M17 Z -2.645 -1.446 0 28223 M17 Z -1.446 -.246 28 56224 M22 Z -.737 -2.822 0 11.2225 M22 Z -2.822 -3.807 11.2 22.4226 M22 Z -3.807 -3.288 22.4 33.6227 M22 Z -3.288 -1.849 33.6 44.8228 M22 Z -1.849 -.174 44.8 56229 M60A Z -.297 -3.646 9.043 25.319230 M60A Z -3.646 -5.52 25.319 41.596231 M60A Z -5.52 -5.169 41.596 57.873232 M60A Z -5.169 -3.256 57.873 74.15233 M60A Z -3.256 -.297 74.15 90.427234 M67B Z -1.747 -2.109 0 12.6235 M67B Z -2.109 -3.601 12.6 25.2236 M67B Z -3.601 -4.177 25.2 37.8237 M67B Z -4.177 -2.744 37.8 50.4238 M67B Z -2.744 -1.348 50.4 63239 M68 Z -.157 -2.687 0 11.887240 M68 Z -2.687 -4.845 11.887 23.774241 M68 Z -4.845 -4.671 23.774 35.66242 M68 Z -4.671 -2.443 35.66 47.547RISA-3D Version 17.0.4 Page 24 [E:\...\...\...\...\1-RISA\PR46 - Proposed Beta Sector.r3d]




243 M68 Z -2.443 -.157 47.547 59.434


1 M1 X -33.981 -37.719 0 26.252 M1 X -37.719 -24.016 26.25 52.53 M1 X -24.016 -9.735 52.5 78.754 M1 X -9.735 -23.283 78.75 1055 M1 X -23.283 -35.455 105 131.256 M1 X -35.455 -35.284 131.25 157.57 M3 X -66.236 -75.373 0 26.258 M3 X -75.373 -49 26.25 52.59 M3 X -49 -20.091 52.5 78.7510 M3 X -20.091 -46.638 78.75 10511 M3 X -46.638 -70.979 105 131.2512 M3 X -70.979 -70.631 131.25 157.513 M5 X -33.122 -37.687 0 26.2514 M5 X -37.687 -24.499 26.25 52.515 M5 X -24.499 -10.046 52.5 78.7516 M5 X -10.046 -23.32 78.75 10517 M5 X -23.32 -35.489 105 131.2518 M5 X -35.489 -35.312 131.25 157.519 M7 X -11.073 -24.245 0 17.220 M7 X -24.245 -23.323 17.2 34.421 M7 X -23.323 -23.255 34.4 51.622 M7 X -23.255 -24.083 51.6 68.823 M7 X -24.083 -10.858 68.8 8624 M8 X -10.82 -24.093 0 17.225 M8 X -24.093 -23.272 17.2 34.426 M8 X -23.272 -23.257 34.4 51.627 M8 X -23.257 -24.088 51.6 68.828 M8 X -24.088 -10.863 68.8 8629 M14 X -10.863 -24.088 0 17.230 M14 X -24.088 -23.257 17.2 34.431 M14 X -23.257 -23.272 34.4 51.632 M14 X -23.272 -24.093 51.6 68.833 M14 X -24.093 -10.82 68.8 8634 M15 X -10.863 -24.088 0 17.235 M15 X -24.088 -23.257 17.2 34.436 M15 X -23.257 -23.272 34.4 51.637 M15 X -23.272 -24.093 51.6 68.838 M15 X -24.093 -10.82 68.8 8639 M19 X -35.019 -54.926 0 17.240 M19 X -54.926 -33.435 17.2 34.441 M19 X -33.435 -33.435 34.4 51.642 M19 X -33.435 -54.925 51.6 68.843 M19 X -54.925 -35.018 68.8 8644 M20 X -35.018 -54.925 0 17.245 M20 X -54.925 -33.435 17.2 34.446 M20 X -33.435 -33.435 34.4 51.647 M20 X -33.435 -54.926 51.6 68.848 M20 X -54.926 -35.019 68.8 8649 M41 X -3.942 -51.521 0 25.66750 M41 X -51.521 -76.303 25.667 51.33351 M41 X -76.303 -76.447 51.333 7752 M41 X -76.447 -76.129 77 102.667





53 M41 X -76.129 -52.443 102.667 128.33354 M41 X -52.443 -4.716 128.333 15455 M42 X -4.716 -52.443 0 25.66756 M42 X -52.443 -76.129 25.667 51.33357 M42 X -76.129 -76.447 51.333 7758 M42 X -76.447 -76.303 77 102.66759 M42 X -76.303 -51.521 102.667 128.33360 M42 X -51.521 -3.942 128.333 15461 M45 X -14.034 -61.239 0 15.58762 M45 X -61.239 -83.51 15.587 31.17463 M45 X -83.51 -83.51 31.174 46.76264 M45 X -83.51 -61.239 46.762 62.34965 M45 X -61.239 -14.034 62.349 77.93666 M46 X -14.038 -61.32 0 15.58767 M46 X -61.32 -83.739 15.587 31.17468 M46 X -83.739 -83.78 31.174 46.76269 M46 X -83.78 -60.952 46.762 62.34970 M46 X -60.952 -12.77 62.349 77.93671 M47 X -12.802 -61.041 0 15.58772 M47 X -61.041 -83.976 15.587 31.17473 M47 X -83.976 -83.976 31.174 46.76274 M47 X -83.976 -61.041 46.762 62.34975 M47 X -61.041 -12.802 62.349 77.93676 M48 X -12.788 -61.035 0 15.58777 M48 X -61.035 -83.991 15.587 31.17478 M48 X -83.991 -83.991 31.174 46.76279 M48 X -83.991 -61.035 46.762 62.34980 M48 X -61.035 -12.788 62.349 77.93681 M49 X -12.788 -61.035 0 15.58782 M49 X -61.035 -83.991 15.587 31.17483 M49 X -83.991 -83.991 31.174 46.76284 M49 X -83.991 -61.035 46.762 62.34985 M49 X -61.035 -12.788 62.349 77.93686 M50 X -12.802 -61.041 0 15.58787 M50 X -61.041 -83.976 15.587 31.17488 M50 X -83.976 -83.976 31.174 46.76289 M50 X -83.976 -61.041 46.762 62.34990 M50 X -61.041 -12.802 62.349 77.93691 M51 X -12.77 -60.952 0 15.58792 M51 X -60.952 -83.78 15.587 31.17493 M51 X -83.78 -83.739 31.174 46.76294 M51 X -83.739 -61.32 46.762 62.34995 M51 X -61.32 -14.038 62.349 77.93696 M52 X -14.053 -61.324 0 15.58797 M52 X -61.324 -83.722 15.587 31.17498 M52 X -83.722 -83.764 31.174 46.76299 M52 X -83.764 -60.957 46.762 62.349100 M52 X -60.957 -12.783 62.349 77.936


1 M5 Y -4.81 -32.756 0 26.252 M5 Y -32.756 -27.907 26.25 52.53 M5 Y -27.907 -15.864 52.5 78.754 M5 Y -15.864 -15.748 78.75 1055 M5 Y -15.748 -14.618 105 131.25





6 M5 Y -14.618 -26.144 131.25 157.57 M6 Y -7.109 -30.951 0 26.258 M6 Y -30.951 -50.868 26.25 52.59 M6 Y -50.868 -46.98 52.5 78.7510 M6 Y -46.98 -53.978 78.75 10511 M6 Y -53.978 -49.852 105 131.2512 M6 Y -49.852 -3.837 131.25 157.513 M9 Y -58.683 -38.545 0 2814 M9 Y -38.545 -18.407 28 5615 M16 Y -53.57 -29.279 0 2816 M16 Y -29.279 -4.987 28 5617 M21 Y -14.931 -57.159 0 11.218 M21 Y -57.159 -77.12 11.2 22.419 M21 Y -77.12 -66.597 22.4 33.620 M21 Y -66.597 -37.46 33.6 44.821 M21 Y -37.46 -3.528 44.8 5622 M62 Y -6.023 -73.848 9.043 25.31923 M62 Y -73.848 -111.8 25.319 41.59624 M62 Y -111.8 -104.691 41.596 57.87325 M62 Y -104.691 -65.946 57.873 74.1526 M62 Y -65.946 -6.023 74.15 90.42727 M63 Y -35.391 -42.721 0 12.628 M63 Y -42.721 -72.932 12.6 25.229 M63 Y -72.932 -84.6 25.2 37.830 M63 Y -84.6 -55.585 37.8 50.431 M63 Y -55.585 -27.312 50.4 6332 M67A Y -3.174 -54.431 0 11.88733 M67A Y -54.431 -98.144 11.887 23.77434 M67A Y -98.144 -94.611 23.774 35.6635 M67A Y -94.611 -49.479 35.66 47.54736 M67A Y -49.479 -3.174 47.547 59.434

Member Area Loads (BLC 1 : Dead Load)Joint A Joint B Joint C Joint D Direction Dist... Magnitude[psf]

1 N9 N8 N50 N51 Z Two... -22 N8 N11 N97 N50 Z Two... -23 N12 N11 N97 N98 Z Two... -24 N9 N12 N98 N51 Z Two... -2

Member Area Loads (BLC 6 : Structure Wind X-Direction)Joint A Joint B Joint C Joint D Direction Dist... Magnitude[psf]

1 N9 N8 N50 N51 X Two... -39.41

Member Area Loads (BLC 7 : Structure Wind Y-Direction)Joint A Joint B Joint C Joint D Direction Dist... Magnitude[psf]

1 N8 N11 N97 N50 Y Two... -40.51

Basic Load CasesBLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(...

1 Dead Load DL -1 20 42 Live Load LL3 Roof Live Load RLL4 Snow Load SL




Basic Load Cases (Continued)BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(...

5 Ice Dead Load None 20 576 Structure Wind X-Direction WLX 17 Structure Wind Y-Direction WLY 18 Wind Z-Direction WLZ9 Structure Ice Wind X-Direction WL10 Structure Ice Wind Y-Direction WL11 Wind 0° WL12 Wind 30° WL13 Wind 60° WL14 Wind 90° WL15 Wind 120° WL16 Wind 150° WL17 Wind 0° with ice WL18 Wind 30° with ice WL19 Wind 60° with ice WL20 Wind 90° with ice WL21 Wind 120° with ice WL22 Wind 150° with ice WL23 Horizontal Seismic Load X ELX -1.066 2024 Horizontal Seismic Load Y ELY -1.066 2025 LL26 LL27 LL28 LL29 LL30 LL31 LL32 LL33 LL34 LL35 LL36 Lv7 LL37 Lv8 LL38 Lv9 LL39 Lv10 LL40 Lv11 LL41 Lv12 LL42 BLC 1 Transient Area Loads None 24343 BLC 6 Transient Area Loads None 10044 BLC 7 Transient Area Loads None 36

Load CombinationsDescription So...PDelta S... BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...BLC Fac...

1 1.4D Yes Y DL 1.42 1.2D + 1.6L + 0.... Yes Y DL 1.2 LL 1.6 RLL .53 1.2D + 1.6L + 0.... Yes Y DL 1.2 LL 1.6 SL .54 1.2D + 1.6L + 0.... Yes Y DL 1.2 LL 1.6 5 .2 SL .55 1.2D + 1.6Lr + L Yes Y DL 1.2 RLL 1.6 LL 16 1.2D +1.6S + L Yes Y DL 1.2 SL 1.6 LL 17 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .5 W... W... .5 11 .58 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .433 W... .25 W... .5 12 .59 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .25 W... .433 W... .5 13 .510 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... W... .5 W... .5 14 .511 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.25 W... .433 W... .5 15 .512 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.433 W... .25 W... .5 16 .5





13 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.5 W... W... .5 11 -.514 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.433 W... -.25 W... .5 12 -.515 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... -.25 W... -.433 W... .5 13 -.516 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... W... -.5 W... .5 14 -.517 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .25 W... -.433 W... .5 15 -.518 1.2D + 1.6Lr + 0....Yes Y DL 1.2 RLL 1.6 W... .433 W... -.25 W... .5 16 -.519 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .5 W... W... .5 11 .520 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .433 W... .25 W... .5 12 .521 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .25 W... .433 W... .5 13 .522 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... W... .5 W... .5 14 .523 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.25 W... .433 W... .5 15 .524 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.433 W... .25 W... .5 16 .525 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.5 W... W... .5 11 -.526 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.433 W... -.25 W... .5 12 -.527 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... -.25 W... -.433 W... .5 13 -.528 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... W... -.5 W... .5 14 -.529 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .25 W... -.433 W... .5 15 -.530 1.2D + 1.6S + 0....Yes Y DL 1.2 SL 1.6 W... .433 W... -.25 W... .5 16 -.531 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... 1 W... W... 1 11 132 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... .866 W... .5 W... 1 12 133 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... .5 W... .866 W... 1 13 134 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... W... 1 W... 1 14 135 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -.5 W... .866 W... 1 15 136 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -.866 W... .5 W... 1 16 137 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -1 W... W... 1 11 -138 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -.866 W... -.5 W... 1 12 -139 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... -.5 W... -.866 W... 1 13 -140 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... W... -1 W... 1 14 -141 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... .5 W... -.866 W... 1 15 -142 1.2D + L + 0.5Lr ...Yes Y DL 1.2 LL 1 RLL .5 W... .866 W... -.5 W... 1 16 -143 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... 1 W... W... 1 11 144 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... .866 W... .5 W... 1 12 145 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... .5 W... .866 W... 1 13 146 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... W... 1 W... 1 14 147 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -.5 W... .866 W... 1 15 148 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -.866 W... .5 W... 1 16 149 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -1 W... W... 1 11 -150 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -.866 W... -.5 W... 1 12 -151 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... -.5 W... -.866 W... 1 13 -152 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... W... -1 W... 1 14 -153 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... .5 W... -.866 W... 1 15 -154 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 W... .866 W... -.5 W... 1 16 -155 0.9D + W_0° Yes Y DL .9 W... 1 W... W... 1 11 156 0.9D + W_30° Yes Y DL .9 W... .866 W... .5 W... 1 12 157 0.9D + W_60° Yes Y DL .9 W... .5 W... .866 W... 1 13 158 0.9D + W_90° Yes Y DL .9 W... W... 1 W... 1 14 159 0.9D + W_120° Yes Y DL .9 W... -.5 W... .866 W... 1 15 160 0.9D + W_150° Yes Y DL .9 W... -.866 W... .5 W... 1 16 161 0.9D + W_180° Yes Y DL .9 W... -1 W... W... 1 11 -162 0.9D + W_210° Yes Y DL .9 W... -.866 W... -.5 W... 1 12 -163 0.9D + W_240° Yes Y DL .9 W... -.5 W... -.866 W... 1 13 -164 0.9D + W_270° Yes Y DL .9 W... W... -1 W... 1 14 -165 0.9D + W_300° Yes Y DL .9 W... .5 W... -.866 W... 1 15 -166 0.9D + W_330° Yes Y DL .9 W... .866 W... -.5 W... 1 16 -167 1.2D + Di Yes Y DL 1.2 5 168 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 1 10 17 169 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 .866 10 .5 18 1RISA-3D Version 17.0.4 Page 29 [E:\...\...\...\...\1-RISA\PR46 - Proposed Beta Sector.r3d]




70 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 .5 10 .866 19 171 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 10 1 20 172 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -.5 10 .866 21 173 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -.866 10 .5 22 174 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -1 10 17 -175 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -.866 10 -.5 18 -176 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 -.5 10 -.866 19 -177 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 10 -1 20 -178 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 .5 10 -.866 21 -179 1.2D + L + 0.5S ...Yes Y DL 1.2 LL 1 SL .5 5 1 9 .866 10 -.5 22 -180 0.9D + Di + Wi_0° Yes Y DL .9 5 1 9 1 10 17 181 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 .866 10 .5 18 182 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 .5 10 .866 19 183 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 10 1 20 184 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -.5 10 .866 21 185 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -.866 10 .5 22 186 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -1 10 17 -187 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -.866 10 -.5 18 -188 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 -.5 10 -.866 19 -189 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 10 -1 20 -190 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 .5 10 -.866 21 -191 0.9D + Di + Wi_... Yes Y DL .9 5 1 9 .866 10 -.5 22 -192 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX 1 ELY93 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX .866ELY .594 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX .5 ELY .86695 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX ELY 196 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -.5 ELY .86697 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -.866 ELY .598 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -1 ELY99 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -.866 ELY -.5100 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX -.5 ELY -.866101 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX ELY -1102 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX .5 ELY -.866103 (1.2 + 0.2Sds)D ...Yes Y DL 1.342 LL 1 SL .2 ELX .866ELY -.5104 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX 1 ELY105 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX .866ELY .5106 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX .5 ELY .866107 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX ELY 1108 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -.5 ELY .866109 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -.866 ELY .5110 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -1 ELY111 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -.866 ELY -.5112 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX -.5 ELY -.866113 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX ELY -1114 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX .5 ELY -.866115 (0.9 - 0.2Sds)D ... Yes Y DL .758ELX .866ELY -.5

Envelope Joint ReactionsJoint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC

1 N5 max 1519.816 55 464.975 107 5877.136 43 630.43 101 2135.129 43 .231 452 min -1594.917 37 -468.795 101 -4220.073 61 -634.396 95 -2144.172 37 -.226 633 N2 max 1672.38 43 497.293 107 5451.165 49 703.465 101 2106.555 43 .559 664 min -1610.817 37 -526.848 101 -4341.663 55 -678.523 107 -2115.291 37 -.561 365 N3 max 1689.936 43 509.886 95 5401.324 49 692.53 101 2127.756 43 .508 616 min -1615.859 61 -506.294 113 -4492.341 55 -684.449 107 -2120.087 37 -.51 31




Envelope Joint Reactions (Continued)Joint X [lb] LC Y [lb] LC Z [lb] LC MX [lb-ft] LC MY [lb-ft] LC MZ [lb-ft] LC

7 N6 max 1536.698 43 454.595 95 5605.477 43 600.706 113 2157.412 43 .206 968 min -1600.302 61 -432.04 113 -4540.696 61 -617.873 95 -2148.397 37 -.2 1149 N1 max 381.731 55 565.576 107 3774.721 79 731.084 101 794.923 43 .063 11010 min -375.369 61 -574.601 101 40.076 55 -715.726 107 -793.375 37 -.071 9211 N4 max 451.293 55 505.314 95 2364.026 79 638.089 113 808.12 43 .237 6112 min -454.264 61 -488.247 113 -87.118 62 -652.75 95 -807.156 37 -.244 3113 Totals: max 7249.305 43 2983.141 10715028.944 7914 min -7249.302 61 -2983.142 101 2861.061 113

Envelope AISC 15th(360-16): LRFD Steel Code ChecksMember Shape Code Check Loc[in] LC Shear ...Loc[in] Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn

1 M6 HSS4X4X8 .687 175 43 .171 154.... z 49 27595.2... 37926 4042.5 4042.5 1 H1-1a2 M2 HSS4X4X8 .680 175 43 .172 154.... z 43 27595.2... 37926 4042.5 4042.5 1 H1-1a3 M62 L4X4X8 .661 46.155 47 .036 90.427 y 52 6023.631 23625 1065.634 1975.654 1.... H2-14 M5 HSS4X4X8 .626 175 49 .180 158.... z 49 27595.2... 37926 4042.5 4042.5 1 H1-1b5 M1 HSS4X4X8 .624 175 49 .181 158.... z 43 27595.2... 37926 4042.5 4042.5 1....H1-1b6 M63 L4X4X8 .463 35 44 .023 0 z 52 10962.6... 23625 1065.634 2030.891 1 H2-17 M48 L4X4X8 .452 38.968 43 .028 77.936 z 49 8109.207 23625 1065.634 1970.277 1 H2-18 M45 L4X4X8 .445 38.968 43 .028 77.936 z 49 8109.207 23625 1065.634 1970.277 1 H2-19 M51 L4X4X8 .423 38.968 55 .028 77.936 z 43 8109.207 23625 1065.634 1970.277 1 H2-110 M50 L4X4X8 .418 38.968 55 .028 77.936 z 49 8109.207 23625 1065.634 1970.277 1 H2-111 M52 L4X4X8 .416 38.968 43 .026 0 z 55 8109.207 23625 1065.634 1970.277 1 H2-112 M47 L4X4X8 .416 38.968 49 .028 0 z 43 8109.207 23625 1065.634 2051.101 1.... H2-113 M46 L4X4X8 .414 38.968 49 .028 0 z 49 8109.207 23625 1065.634 2050.994 1.... H2-114 M49 L4X4X8 .414 38.968 43 .026 77.936 z 49 8109.207 23625 1065.634 1970.277 1 H2-115 M67A L4X4X8 .413 30.955 48 .023 0 z 52 10962.6... 23625 1065.634 2062.44 1 H2-116 M67B L4X4X8 .394 35.729 43 .008 0 z 79 10962.6... 23625 1065.634 2030.891 1 H2-117 M68 L4X4X8 .336 30.955 49 .004 0 z 94 10962.6... 23625 1065.634 2062.44 1 H2-118 M3 HSS4X4X8 .285 175 48 .079 82.031 y 1...27595.2... 37926 4042.5 4042.5 1 H1-1b19 M20 HSS4X4X8 .280 43 49 .075 0 y 79 25507.2... 37926 4042.5 4042.5 1....H1-1b20 M19 HSS4X4X8 .273 43 49 .075 80.625 y 61 25507.2... 37926 4042.5 4042.5 1....H1-1b21 M4 HSS4X4X8 .271 175 44 .060 76.563 y 1...27595.2... 37926 4042.5 4042.5 1 H1-1b22 M25 L5X5X6 .258 65.734 79 .044 92.801 y 79 74183.6... 118260 7417.647 13900.0... 1.... H2-123 M60A L4X4X8 .256 48.039 49 .009 90.427 y 79 6023.631 23625 1065.634 1968.005 1.... H2-124 M23 L5X5X6 .255 66.701 79 .045 92.801 y 79 74183.6... 118260 7417.647 13901.6... 1.... H2-125 M15 HSS4X4X8 .249 43 49 .038 0 z 49 25507.2... 37926 4042.5 4042.5 1 H1-1b26 M14 HSS4X4X8 .249 43 49 .038 86 y 49 25507.2... 37926 4042.5 4042.5 1....H1-1b27 M8 HSS4X4X8 .224 43 43 .076 0 z 79 25507.2... 37926 4042.5 4042.5 1 H1-1b28 M7 HSS4X4X8 .218 43 43 .037 79.729 y 43 25507.2... 37926 4042.5 4042.5 1 H1-1b29 M38 HSS4X4X8 .179 79.729 49 .125 80.625 z 43 25507.2... 37926 4042.5 4042.5 1....H1-1b30 M31 PIPE_2.0 .168 41 96 .019 3 99 14916.0... 32130 1871.625 1871.625 1....H1-1b31 M37 HSS4X4X8 .165 6.271 49 .127 0 z 43 25507.2... 37926 4042.5 4042.5 1....H1-1b32 M32 PIPE_2.0 .163 37 96 .028 3 99 14916.0... 32130 1871.625 1871.625 1....H1-1b33 M54 L4X4X8 .150 41.403 79 .007 0 y 79 8109.207 23625 1065.634 1970.277 1 H2-134 M55A L4X4X8 .145 36.532 79 .007 0 y 79 8109.207 23625 1065.634 1970.277 1 H2-135 M53 L4X4X8 .135 36.532 79 .007 0 y 79 8109.207 23625 1065.634 1970.277 1 H2-136 M56A L4X4X8 .126 41.403 79 .007 0 y 79 8109.207 23625 1065.634 1970.277 1 H2-137 M42 HSS4X4X8 .121 147.... 54 .094 154 y 1...27595.2... 37926 4042.5 4042.5 1 H1-1b38 M56 HSS4X4X8 .119 147.... 1... .104 154 y 1...27595.2... 37926 4042.5 4042.5 1 H1-1b39 M12 HSS4X4X8 .118 79.729 98 .089 86 y 79 25507.2... 37926 4042.5 4042.5 2....H1-1b40 M59 L4X4X8 .113 43.839 1... .007 77.936 y 79 8109.207 23625 1065.634 1970.277 1 H2-141 M41 HSS4X4X8 .108 147.... 44 .091 154 y 95 27595.2... 37926 4042.5 4042.5 2....H1-1b42 M57 L4X4X8 .108 43.839 1... .007 0 y 79 8109.207 23625 1065.634 1970.277 1 H2-143 M60 L4X4X8 .106 34.097 95 .007 0 y 79 8109.207 23625 1065.634 1970.277 1 H2-144 M11 HSS4X4X8 .074 6.271 49 .052 0 z 49 25507.2... 37926 4042.5 4042.5 1....H1-1b




Envelope AISC 15th(360-16): LRFD Steel Code Checks (Continued)Member Shape Code Check Loc[in] LC Shear ...Loc[in] Dir LC phi*Pnc ...phi*Pnt [...phi*Mn y...phi*Mn z...Cb Eqn

45 M55 HSS4X4X8 .073 147.... 95 .054 154 y 95 27595.2... 37926 4042.5 4042.5 2....H1-1b46 M18 HSS4X4X8 .060 32.083 79 .018 56 z 79 32054.6... 37926 4042.5 4042.5 1 H1-1b47 M21 HSS4X4X8 .055 26.833 45 .017 0 z 46 32054.6... 37926 4042.5 4042.5 1 H1-1b48 M66 PIPE_2.0 .054 80 98 .006 80 92 14916.0... 32130 1871.625 1871.625 1....H1-1b49 M13 HSS4X4X8 .052 32.083 79 .015 56 z 79 32054.6... 37926 4042.5 4042.5 1....H1-1b50 M22 HSS4X4X8 .052 0 55 .008 0 y 79 32054.6... 37926 4042.5 4042.5 1 H1-1b*51 M17 HSS4X4X8 .047 0 61 .008 0 y 79 32054.6... 37926 4042.5 4042.5 1 H1-1b*52 M16 HSS4X4X8 .047 0 49 .012 0 z 52 32054.6... 37926 4042.5 4042.5 1 H1-1b*53 M26 L5X5X6 .043 46.4 43 .005 0 y 79 74183.6... 118260 7417.647 14073.3... 1.... H2-154 M24 L5X5X6 .042 46.4 79 .006 0 y 43 74183.6... 118260 7417.647 14073.3... 1.... H2-155 M40 HSS4X4X8 .035 43 93 .011 0 y 43 25507.2... 37926 4042.5 4042.5 1 H1-1b56 M39 HSS4X4X8 .033 43 1... .012 86 z 43 25507.2... 37926 4042.5 4042.5 1 H1-1b57 M9 HSS4X4X8 .032 25.667 46 .013 0 y 46 32054.6... 37926 4042.5 4042.5 1 H1-1b58 M10 HSS4X4X8 .018 28 79 .007 0 y 79 32054.6... 37926 4042.5 4042.5 1....H1-1b59 M67 HSS4X4X8 .017 28 79 .007 56 z 79 32054.6... 37926 4042.5 4042.5 1 H1-1b

Envelope AISI S100-16: LRFD Cold Formed Steel Code ChecksMember Shape Code Check Loc[in] LC Shear...Loc[in] Dir LCphi*Pn[lb]phi*Tn[lb]phi*Mn... phi*Mn... phi*V...phi*V... Cb Eqn



Analysis date: 08/09/21

BOLT TOOL 1.4

6385.4 lbs5522.3 lbs3718.4 lbs392.3 lbs58.2% --7.1% --58.2% Pass

0.5 in M2 --A307 -- 61 --

36 ksi60 ksi4 -- - lbs- -- - lb-ft

No -- - lbs- in - lb-ft

- --- ---- --- --

Job Code:

TIA-222-H

Bolt Properties

166962

Pretension Standard:

Torsion Capacity (ɸRnr):


Slip CheckNumber of Bolts:

Sliding Usage:Torsion Usage:

Interaction:

Ultimate Strength (Fu):

Sliding Force (Vus):

PR46

Shear Force (Vu):

Threads Included:Double Shear:

Connection Pipe Size:


Yield Strength (Fy):Grade:

Connection Type:Diameter:

Torsional Force (Tur):

Tension Usage:Shear Usage:

Interaction:

Sliding Capacity (ɸRns):

Bolt

Connection Description

Beta - Mount to rooftop

-Slip Check:TIA-222-HDesign Standard:

CodeBolt Check

Tensile Capacity (ɸTn):Shear Capacity (ɸVn):

Tension Force (Tu):

Project DataSite Name: PSU

Site Number:

-4

-3

-2

-1

0

1

2

3

4

-4 -2 0 2 4

Z Ax

is (in

)

Y Axis (in)

Bolt Layout


ASCE 7 Hazards ReportAddress:No Address at This Location

Standard: ASCE/SEI 7-16Risk Category: IISoil Class: D - Default (see

Section 11.4.3)

Elevation: 154.76 ft (NAVD 88)Latitude:Longitude:

45.51389-122.68611

WindResults:

Wind Speed: 97 Vmph10-year MRI 67 Vmph25-year MRI 73 Vmph50-year MRI 77 Vmph100-year MRI 82 Vmph

Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2Date Accessed: Wed Mar 10 2021

Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years).

Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2.

Page 1 of 3https://asce7hazardtool.online/ Wed Mar 10 2021

SS : 0.888S1 : 0.398Fa : 1.2Fv : N/ASMS : 1.066SM1 : N/ASDS : 0.711

SD1 : N/ATL : 16PGA : 0.401PGA M : 0.481FPGA : 1.2Ie : 1Cv : 1.244

SeismicSite Soil Class: Results:

Data Accessed: Date Source:

D - Default (see Section 11.4.3)

USGS Seismic Design Maps

Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8.Wed Mar 10 2021


IceResults:

Data Source: Date Accessed:

Ice Thickness: 2.00 in.Concurrent Temperature: 25 FGust Speed: 30 mph

Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8Wed Mar 10 2021

Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values.

Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values.

The ASCE 7 Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE.

ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard.

In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool.


Sect

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0021

_3B_

1O

RL0

0021

_2B_

2

SEC

TOR

CO

RPR

U00

21Z

OR

PRU

0021

VO

RL0

0021

_7C

_1O

RL0

0021

_9C

_1O

RL0

0021

_2C

_1O

RL0

0021

_3C

_1O

RL0

0021

_2C

_2

SEC

TOR

D

SEC

TOR

E

SEC

TOR

F

OM

NI

Sect

ion

9 - S

OFT

SEC

TOR

ID -

final

UM

TS1S

T 85

0U

MTS

2ND

850

LTE

1ST

700

LTE

1ST

1900

LTE

1ST

AW

SLT

E1S

T W

CS

LTE

2ND

700

LTE

2ND

AW

SLT

E3R

D 7

005G

1ST

850

USE

ID (e

xclu

ding

Har

d Se

ctor

)10

961.

850.

3G.1

SEC

TOR

ASO

FT S

ECTO

R ID

OR

PRU

0021

XO

RL0

0021

_7A_

1O

RL0

0021

_9A_

1O

RL0

0021

_2A_

1O

RL0

0021

_3A_

1O

RL0

0021

_7A_

2_F

OR

L000

21_2

A_2

OR

L000

21_7

A_3_

EO

RO

N00

0021

_N00

5A_1

SEC

TOR

BO

RPR

U00

21Y

OR

L000

21_7

B_1

OR

L000

21_9

B_1

OR

L000

21_2

B_1

OR

L000

21_3

B_1

OR

L000

21_7

B_2_

FO

RL0

0021

_2B_

2O

RL0

0021

_7B_

3_E

OR

ON

0000

21_N

005B

_1

SEC

TOR

CO

RPR

U00

21Z

OR

L000

21_7

C_1

OR

L000

21_9

C_1

OR

L000

21_2

C_1

OR

L000

21_3

C_1

OR

L000

21_7

C_2

_FO

RL0

0021

_2C

_2O

RL0

0021

_7C

_3_E

OR

ON

0000

21_N

005C

_1

SEC

TOR

D

SEC

TOR

E

SEC

TOR

F

OM

NI

Sect

ion

9 - C

ell N

umbe

r - e

xist

ing

UM

TS1S

T 85

0U

MTS

2ND

850

LTE

1ST

700

LTE

1ST

1900

LTE

1ST

AW

SLT

E1S

T W

CS

LTE

2ND

700

LTE

2ND

AW

SLT

E3R

D 7

005G

1ST

850

USE

ID (e

xclu

ding

Har

d Se

ctor

)10

961.

850.

3G.1

1096

1.85

0.3G

.2

SEC

TOR

AC

ELL

NU

MB

ER0

015

822

149

216

SEC

TOR

B0

016

923

150

217

SEC

TOR

C0

017

1024

151

218

SEC

TOR

D

SEC

TOR

E

SEC

TOR

F

OM

NI

Sect

ion

9 - C

ell N

umbe

r - fi

nal

UM

TS1S

T 85

0U

MTS

2ND

850

LTE

1ST

700

LTE

1ST

1900

LTE

1ST

AW

SLT

E1S

T W

CS

LTE

2ND

700

LTE

2ND

AW

SLT

E3R

D 7

005G

1ST

850

USE

ID (e

xclu

ding

Har

d Se

ctor

)10

961.

850.

3G.1

SEC

TOR

AC

ELL

NU

MB

ER0

158

2214

917

121

618

925

SEC

TOR

B0

169

2315

017

221

719

049

SEC

TOR

C0

1710

2415

117

321

819

173

SEC

TOR

D

SEC

TOR

E

SEC

TOR

F

OM

NI

Sect

ion

10 -

CID

/SAC

- ex

istin

gU

MTS

1ST

850

UM

TS2N

D 8

50LT

E1S

T 70

0LT

E1S

T 19

00LT

E1S

T A

WS

LTE

1ST

WC

SLT

E2N

D 7

00LT

E2N

D A

WS

LTE

3RD

700

5G1S

T 85

0

SEC

TOR

AC

ID/S

AC

0021

140

211

SEC

TOR

B00

212

4021

2

SEC

TOR

C00

213

4021

3

SEC

TOR

D

SEC

TOR

E

SEC

TOR

F

OM

NI

Sect

ion

10 -

CID

/SAC

- fin

alU

MTS

1ST

850

UM

TS2N

D 8

50LT

E1S

T 70

0LT

E1S

T 19

00LT

E1S

T A

WS

LTE

1ST

WC

SLT

E2N

D 7

00LT

E2N

D A

WS

LTE

3RD

700

5G1S

T 85

0

SEC

TOR

AC

ID/S

AC

0021

1

SEC

TOR

B00

212

SEC

TOR

C00

213

SEC

TOR

D

SEC

TOR

E

SEC

TOR

F

OM

NI

Sect

ion

15A

- CU

RR

ENT

TOW

ER C

ON

FIG

UR

ATIO

N -

SEC

TOR

A (O

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MN

I)A

NTE

NN

A P

OSI

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N is

LEFT

to R

IGH

T fr

om B

AC

K O

F A

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spec

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4A

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A P

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PO

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A P

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SIZ

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)51

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AN

TEN

NA

WEI

GH

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3030

30

MA

GN

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DEC

LIN

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DIA

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R (f

eet)

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GH

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98.8

98.8

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MEC

HA

NIC

AL

DO

WN

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00

00

FEED

ER A

MO

UN

T2

20

0

VER

TIC

AL

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RA

TIO

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om A

NTE

NN

A A

BO

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TIP

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VER

TIC

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ON

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RA

TIO

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om A

NO

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TEN

NA

(whi

ch a

nten

na #

/ #

of in

ches

)

Ant

enna

RET

Mot

or (Q

TY/M

OD

EL)

SUR

GE

AR

RES

TOR

(QTY

/MO

DEL

)

DIP

LEXE

R (Q

TY/M

OD

EL)

2

DU

PLEX

ER (Q

TY/M

OD

EL)

Ant

enna

RET

CO

NTR

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UN

IT (Q

TY/M

OD

EL)

DC

BLO

CK

(QTY

/MO

DEL

)

TMA

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A (Q

TY/M

OD

EL)

22-

LGP

2140

1_(Y

es -

U9

U9_

1);

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RR

ENT

INJE

CTO

RS

FOR

TM

A (Q

TY/M

OD

EL)

PDU

FO

R T

MA

S (Q

TY/M

OD

EL)

FILT

ER (Q

TY/M

OD

EL)

SQU

ID (Q

TY/M

OD

EL)

3D

C6-

48-6

0-0-

1B-0

1-SS

FIB

ER T

RU

NK

(QTY

/MO

DEL

)

DC

TR

UN

K (Q

TY/M

OD

EL)

REP

EATE

R (Q

TY/M

OD

EL)

RR

H -

700

band

(QTY

/MO

DEL

)1

RR

H2x

40-0

7L-A

T

RR

H -

850

band

(QTY

/MO

DEL

)

RR

H -

1900

ban

d (Q

TY/M

OD

EL)

1B2

5 R

RH

4X30

-4R

RR

H -

AW

S ba

nd (Q

TY/M

OD

EL)

1B6

6A R

RH

4X45

-4R

RR

H -

WC

S ba

nd (Q

TY/M

OD

EL)

1R

RH

4x25

-WC

S-4R

Add

ition

al R

RH

#1

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al R

RH

#2

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

3 (Q

TY/M

OD

EL)

Loca

l Mar

ket N

ote

1EL

ECTR

ICAL

TIL

TS: U

8(08

) , U

9(04

) , U

8_1(

08) ,

U9_

1(04

) , G

8(06

) , W

CS(

05) ,

L2(

07) ,

L2_

1(07

) , L

7(12

) , L

9(07

) ER

P: U

8(42

9) ,

U9(

0) ,

U8_

1(0)

, U

9_1(

0) ,

G8(

0) ,

WC

S(33

49) ,

L2(

2870

) , L

2_1(

2870

) , L

7(16

55) ,

L9(

3715

)

Loca

l Mar

ket N

ote

2AN

TEN

NA

POR

TS: U

8(1c

+1d)

, U

9(1a

+1b)

, U

8_1(

1c+1

d) ,

U9_

1(1a

+1b)

, G

8(2c

+2d)

, W

CS(

2a+2

b+2e

+2f)

, L2(

3a+3

b+3e

+3f)

, L2_

1(3a

+3b+

3e+3

f) , L

7(4c

+4d)

, L9

(4a+

4b+4

e+4f

)

Loca

l Mar

ket N

ote

3SE

CTO

R N

AME:

U8(

OR

PRU

0021

X) ,

U9(

OR

PRU

0021

A) ,

U8_

1(O

RPR

U00

21X)

, U

9_1(

OR

PRU

0021

D) ,

G8(

PTLD

OR

PR46

X) ,

WC

S(O

RL0

0021

_3A_

1) ,

L2(O

RL0

0021

_2A_

1) ,

L2_1

(OR

L000

21_2

A_2)

, L7

(OR

L000

21_7

A_1)

, L9

(OR

L000

21_9

A_1)

a

POR

T SP

ECIF

IC F

IELD

SPO

RT

NU

MB

ERU

SEID

(CSS

ng)

USE

ID (A

toll)

ATO

LL T

XID

ATO

LL C

ELL

IDTX

/RX

?TE

CH

NO

LOG

Y/FR

EQU

ENC

Y A

NTE

NN

AA

TOLL

AN

TEN

NA

GA

INEL

ECTR

ICA

LA

ZIM

UTH

ELEC

TRIC

AL

TILT

RR

HLO

CA

TIO

N(T

op/B

otto

m/

Inte

grat

ed/N

one

)

FEE

DER

STY

PE

FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

?TR

IPLE

XER

or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

)

SCPA

/MC

PAM

OD

ULE

?

HA

TCH

PLA

TE

POW

ER(W

atts

)

ERP

(Wat

ts)

Ant

enna

RET

Nam

eC

AB

LEN

UM

BER

CA

BLE

ID(C

SSN

G)

AN

TEN

NA

PO

SITI

ON

1

POR

T 1

OR

PRU

0021

XO

RPR

U00

21X

UM

TS 8

50KT

-742

-264

-85

0_08

DT

148

Non

eC

omm

1-5

/8_8

5060

429

POR

T 2

OR

PRU

0021

XO

RPR

U00

21X

UM

TS 8

50KT

-742

-264

-85

0_08

DT

148

Non

eC

omm

1-5

/8_8

5060

429

POR

T 3

UM

TS 1

900

KT-7

42-2

64-

1900

_04D

T16

4N

one

LDF7

1-5

/8_1

900

600

POR

T 4

UM

TS 1

900

KT-7

42-2

64-

1900

_04D

T16

4N

one

LDF7

1-5

/8_1

900

600

a

AN

TEN

NA

PO

SITI

ON

2

POR

T 1

GSM

850

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_85

1MH

z_06

DT

156

Non

eLD

F5 7

/8_8

5060

0

POR

T 2

GSM

850

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_85

1MH

z_06

DT

156

Non

eLD

F5 7

/8_8

5060

0

POR

T 3

OR

L000

21_3

A_1

OR

L000

21_3

A_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_05

DT

175

Top

FIBE

R0

3349

POR

T 4

OR

L000

21_3

A_1

OR

L000

21_3

A_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_05

DT

175

Top

FIBE

R0

3349

POR

T 5

OR

L000

21_3

A_1

OR

L000

21_3

A_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_05

DT

175

Top

FIBE

R0

3349

POR

T 6

OR

L000

21_3

A_1

OR

L000

21_3

A_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_05

DT

175

Top

FIBE

R0

3349

a

AN

TEN

NA

PO

SITI

ON

3

POR

T 3

OR

L000

21_2

A_1

OR

L000

21_2

A_1,

OR

L000

21_2

A_2

LTE

AWS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_21

30M

Hz_

07D

T17

7To

pFI

BER

057

40

POR

T 4

OR

L000

21_2

A_1

OR

L000

21_2

A_1,

OR

L000

21_2

A_2

LTE

AWS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_21

30M

Hz_

07D

T17

7To

pFI

BER

057

40

POR

T 5

OR

L000

21_2

A_1

OR

L000

21_2

A_1,

OR

L000

21_2

A_2

LTE

AWS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_21

30M

Hz_

07D

T17

7To

pFI

BER

057

40

POR

T 6

OR

L000

21_2

A_1

OR

L000

21_2

A_1,

OR

L000

21_2

A_2

LTE

AWS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_21

30M

Hz_

07D

T17

7To

pFI

BER

057

40

a

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

OR

L000

21_7

A_1

OR

L000

21_7

A_1

LTE

700

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_72

2MH

z_12

DT

1512

Top

FIBE

R0

1655

POR

T 2

OR

L000

21_7

A_1

OR

L000

21_7

A_1

LTE

700

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_72

2MH

z_12

DT

1512

Top

FIBE

R0

1655

POR

T 3

OR

L000

21_9

A_1

OR

L000

21_9

A_1

LTE

1900

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_19

50M

Hz_

07D

T17

7To

pFI

BER

037

15

POR

T 4

OR

L000

21_9

A_1

OR

L000

21_9

A_1

LTE

1900

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_19

50M

Hz_

07D

T17

7To

pFI

BER

037

15

POR

T 5

OR

L000

21_9

A_1

OR

L000

21_9

A_1

LTE

1900

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_19

50M

Hz_

07D

T17

7To

pFI

BER

037

15

POR

T 6

OR

L000

21_9

A_1

OR

L000

21_9

A_1

LTE

1900

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_19

50M

Hz_

07D

T17

7To

pFI

BER

037

15

Sect

ion

15B

- CU

RR

ENT

TOW

ER C

ON

FIG

UR

ATIO

N -

SEC

TOR

BA

NTE

NN

A P

OSI

TIO

N is

LEFT

to R

IGH

T fr

om B

AC

K O

F A

NTE

NN

A(u

nles

s ot

herw

ise

spec

ified

)A

NTE

NN

A P

OSI

TIO

N 1

AN

TEN

NA

PO

SITI

ON

2A

NTE

NN

A P

OSI

TIO

N 3

AN

TEN

NA

PO

SITI

ON

4A

NTE

NN

A P

OSI

TIO

N 5

AN

TEN

NA

PO

SITI

ON

6A

NTE

NN

A P

OSI

TIO

N 7

AN

TEN

NA

MA

KE

- MO

DEL

742-

264

ET-X

-UW

-70-

16-7

0-18

-iR-A

T-R

AET

-X-U

W-7

0-16

-70-

18-iR

-AT-

RA

ET-X

-UW

-70-

16-7

0-18

-iR-A

T-R

A

AN

TEN

NA

VEN

DO

RKa

thre

inKM

WKM

WKM

W

AN

TEN

NA

SIZ

E (H

x W

x D

)51

.8X1

0.3X

5.5

91.7

X12X

6.3

91.7

X12X

6.3

91.7

X12X

6.3

AN

TEN

NA

WEI

GH

T36

.448

.548

.548

.5

AZI

MU

TH14

516

016

016

0

MA

GN

ETIC

DEC

LIN

ATI

ON

RA

DIA

TIO

N C

ENTE

R (f

eet)

9595

9595

AN

TEN

NA

TIP

HEI

GH

T97

.15

98.8

98.8

98.8

MEC

HA

NIC

AL

DO

WN

TILT

00

00

FEED

ER A

MO

UN

T2

20

0

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A A

BO

VE(T

IP to

TIP

)

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A B

ELO

W(T

IP to

TIP

)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

LEF

T (C

ENTE

RLI

NE

to C

ENTE

RLI

NE)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

RIG

HT

(CEN

TER

LIN

E to

CEN

TER

LIN

E)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om A

NO

THER

AN

TEN

NA

(whi

ch a

nten

na #

/ #

of in

ches

)

Ant

enna

RET

Mot

or (Q

TY/M

OD

EL)

SUR

GE

AR

RES

TOR

(QTY

/MO

DEL

)

DIP

LEXE

R (Q

TY/M

OD

EL)

2

DU

PLEX

ER (Q

TY/M

OD

EL)

Ant

enna

RET

CO

NTR

OL

UN

IT (Q

TY/M

OD

EL)

DC

BLO

CK

(QTY

/MO

DEL

)

TMA

/LN

A (Q

TY/M

OD

EL)

22-

LGP

2140

1_(Y

es -

U9

U9_

1);

CU

RR

ENT

INJE

CTO

RS

FOR

TM

A (Q

TY/M

OD

EL)

PDU

FO

R T

MA

S (Q

TY/M

OD

EL)

FILT

ER (Q

TY/M

OD

EL)

SQU

ID (Q

TY/M

OD

EL)

FIB

ER T

RU

NK

(QTY

/MO

DEL

)

DC

TR

UN

K (Q

TY/M

OD

EL)

REP

EATE

R (Q

TY/M

OD

EL)

RR

H -

700

band

(QTY

/MO

DEL

)1

RR

H2x

40-0

7L-A

T

RR

H -

850

band

(QTY

/MO

DEL

)

RR

H -

1900

ban

d (Q

TY/M

OD

EL)

1B2

5 R

RH

4X30

-4R

RR

H -

AW

S ba

nd (Q

TY/M

OD

EL)

1B6

6A R

RH

4X45

-4R

RR

H -

WC

S ba

nd (Q

TY/M

OD

EL)

1R

RH

4x25

-WC

S-4R

Add

ition

al R

RH

#1

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al R

RH

#2

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

3 (Q

TY/M

OD

EL)

Loca

l Mar

ket N

ote

1EL

ECTR

ICAL

TIL

TS: U

8(05

) , U

9(02

) , U

8_1(

05) ,

U9_

1(02

) , G

8(04

) , W

CS(

05) ,

L2(

07) ,

L2_

1(07

) , L

7(12

) , L

9(07

) ER

P: U

8(34

0) ,

U9(

0) ,

U8_

1(0)

, U

9_1(

0) ,

G8(

0) ,

WC

S(33

49) ,

L2(

2870

) , L

2_1(

2870

) , L

7(16

55) ,

L9(

3715

)

Loca

l Mar

ket N

ote

2AN

TEN

NA

POR

TS: U

8(7c

+7d)

, U

9(7a

+7b)

, U

8_1(

7c+7

d) ,

U9_

1(7a

+7b)

, G

8(8c

+8d)

, W

CS(

8a+8

b+8e

+8f)

, L2(

9a+9

b+9e

+9f)

, L2_

1(9a

+9b+

9e+9

f) , L

7(10

c+10

d) ,

L9(1

0a+1

0b+1

0e+1

0f)

Loca

l Mar

ket N

ote

3SE

CTO

R N

AME:

U8(

OR

PRU

0021

Y) ,

U9(

OR

PRU

0021

B) ,

U8_

1(O

RPR

U00

21Y)

, U

9_1(

OR

PRU

0021

E) ,

G8(

PTLD

OR

PR46

Y) ,

WC

S(O

RL0

0021

_3B_

1) ,

L2(O

RL0

0021

_2B_

1) ,

L2_1

(OR

L000

21_2

B_2)

, L7

(OR

L000

21_7

B_1)

, L9

(OR

L000

21_9

B_1)

a

POR

T SP

ECIF

IC F

IELD

SPO

RT

NU

MB

ERU

SEID

(CSS

ng)

USE

ID (A

toll)

ATO

LL T

XID

ATO

LL C

ELL

IDTX

/RX

?TE

CH

NO

LOG

Y/FR

EQU

ENC

Y A

NTE

NN

AA

TOLL

AN

TEN

NA

GA

INEL

ECTR

ICA

LA

ZIM

UTH

ELEC

TRIC

AL

TILT

RR

HLO

CA

TIO

N(T

op/B

otto

m/

Inte

grat

ed/N

one

)

FEE

DER

STY

PE

FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

?TR

IPLE

XER

or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

)

SCPA

/MC

PAM

OD

ULE

?

HA

TCH

PLA

TE

POW

ER(W

atts

)

ERP

(Wat

ts)

Ant

enna

RET

Nam

eC

AB

LEN

UM

BER

CA

BLE

ID(C

SSN

G)

AN

TEN

NA

PO

SITI

ON

1

POR

T 1

OR

PRU

0021

YO

RPR

U00

21Y

UM

TS 8

50KT

-742

-264

-85

0_05

DT

145

Non

eC

omm

1-5

/8_8

5022

034

0

POR

T 2

OR

PRU

0021

YO

RPR

U00

21Y

UM

TS 8

50KT

-742

-264

-85

0_05

DT

145

Non

eC

omm

1-5

/8_8

5022

034

0

POR

T 3

UM

TS 1

900

KT-7

42-2

64-

1900

_02D

T16

2N

one

LDF7

1-5

/8_1

900

220

0

POR

T 4

UM

TS 1

900

KT-7

42-2

64-

1900

_02D

T16

2N

one

LDF7

1-5

/8_1

900

220

0

a

AN

TEN

NA

PO

SITI

ON

2

POR

T 1

GSM

850

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_85

1MH

z_04

DT

154

Non

eLD

F5 7

/8_8

5022

00

POR

T 2

GSM

850

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_85

1MH

z_04

DT

154

Non

eLD

F5 7

/8_8

5022

00

POR

T 3

OR

L000

21_3

B_1

OR

L000

21_3

B_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_05

DT

175

Top

FIBE

R0

3349

POR

T 4

OR

L000

21_3

B_1

OR

L000

21_3

B_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_05

DT

175

Top

FIBE

R0

3349

POR

T 5

OR

L000

21_3

B_1

OR

L000

21_3

B_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_05

DT

175

Top

FIBE

R0

3349

POR

T 6

OR

L000

21_3

B_1

OR

L000

21_3

B_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_05

DT

175

Top

FIBE

R0

3349

a

AN

TEN

NA

PO

SITI

ON

3

POR

T 3

OR

L000

21_2

B_1

OR

L000

21_2

B_1,

OR

L000

21_2

B_2

LTE

AWS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_21

30M

Hz_

07D

T17

7To

pFI

BER

057

40

POR

T 4

OR

L000

21_2

B_1

OR

L000

21_2

B_1,

OR

L000

21_2

B_2

LTE

AWS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_21

30M

Hz_

07D

T17

7To

pFI

BER

057

40

POR

T 5

OR

L000

21_2

B_1

OR

L000

21_2

B_1,

OR

L000

21_2

B_2

LTE

AWS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_21

30M

Hz_

07D

T17

7To

pFI

BER

057

40

POR

T 6

OR

L000

21_2

B_1

OR

L000

21_2

B_1,

OR

L000

21_2

B_2

LTE

AWS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_21

30M

Hz_

07D

T17

7To

pFI

BER

057

40

a

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

OR

L000

21_7

B_1

OR

L000

21_7

B_1

LTE

700

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_72

2MH

z_12

DT

1512

Top

FIBE

R0

1655

POR

T 2

OR

L000

21_7

B_1

OR

L000

21_7

B_1

LTE

700

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_72

2MH

z_12

DT

1512

Top

FIBE

R0

1655

POR

T 3

OR

L000

21_9

B_1

OR

L000

21_9

B_1

LTE

1900

ET-X

-UW

-70-

15-7

0-18

-iR-

AT_1

950M

Hz_

07D

T17

7To

pFI

BER

037

15

POR

T 4

OR

L000

21_9

B_1

OR

L000

21_9

B_1

LTE

1900

ET-X

-UW

-70-

15-7

0-18

-iR-

AT_1

950M

Hz_

07D

T17

7To

pFI

BER

037

15

POR

T 5

OR

L000

21_9

B_1

OR

L000

21_9

B_1

LTE

1900

ET-X

-UW

-70-

15-7

0-18

-iR-

AT_1

950M

Hz_

07D

T17

7To

pFI

BER

037

15

POR

T 6

OR

L000

21_9

B_1

OR

L000

21_9

B_1

LTE

1900

ET-X

-UW

-70-

15-7

0-18

-iR-

AT_1

950M

Hz_

07D

T17

7To

pFI

BER

037

15

Sect

ion

15C

- C

UR

REN

T TO

WER

CO

NFI

GU

RAT

ION

- SE

CTO

R C

AN

TEN

NA

PO

SITI

ON

isLE

FT to

RIG

HT

from

BA

CK

OF

AN

TEN

NA

(unl

ess

othe

rwis

e sp

ecifi

ed)

AN

TEN

NA

PO

SITI

ON

1A

NTE

NN

A P

OSI

TIO

N 2

AN

TEN

NA

PO

SITI

ON

3A

NTE

NN

A P

OSI

TIO

N 4

AN

TEN

NA

PO

SITI

ON

5A

NTE

NN

A P

OSI

TIO

N 6

AN

TEN

NA

PO

SITI

ON

7

AN

TEN

NA

MA

KE

- MO

DEL

742-

264

ET-X

-UW

-70-

16-7

0-18

-iR-A

T-R

ASB

NH

H-1

D65

CET

-X-U

W-7

0-16

-70-

18-iR

-AT-

RA

AN

TEN

NA

VEN

DO

RKa

thre

inKM

WC

omm

scop

eKM

W

AN

TEN

NA

SIZ

E (H

x W

x D

)51

.8X1

0.3X

5.5

91.7

X12X

6.3

96X1

1.85

X7.1

91.7

X12X

6.3

AN

TEN

NA

WEI

GH

T36

.448

.549

.648

.5

AZI

MU

TH28

530

030

030

0

MA

GN

ETIC

DEC

LIN

ATI

ON

RA

DIA

TIO

N C

ENTE

R (f

eet)

9595

9595

AN

TEN

NA

TIP

HEI

GH

T97

.15

98.8

9998

.8

MEC

HA

NIC

AL

DO

WN

TILT

00

00

FEED

ER A

MO

UN

T2

20

0

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A A

BO

VE(T

IP to

TIP

)

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A B

ELO

W(T

IP to

TIP

)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

LEF

T (C

ENTE

RLI

NE

to C

ENTE

RLI

NE)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

RIG

HT

(CEN

TER

LIN

E to

CEN

TER

LIN

E)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om A

NO

THER

AN

TEN

NA

(whi

ch a

nten

na #

/ #

of in

ches

)

Ant

enna

RET

Mot

or (Q

TY/M

OD

EL)

SUR

GE

AR

RES

TOR

(QTY

/MO

DEL

)

DIP

LEXE

R (Q

TY/M

OD

EL)

2

DU

PLEX

ER (Q

TY/M

OD

EL)

Ant

enna

RET

CO

NTR

OL

UN

IT (Q

TY/M

OD

EL)

DC

BLO

CK

(QTY

/MO

DEL

)

TMA

/LN

A (Q

TY/M

OD

EL)

22-

LGP

2140

1_(Y

es -

U9

U9_

1);

CU

RR

ENT

INJE

CTO

RS

FOR

TM

A (Q

TY/M

OD

EL)

PDU

FO

R T

MA

S (Q

TY/M

OD

EL)

FILT

ER (Q

TY/M

OD

EL)

SQU

ID (Q

TY/M

OD

EL)

FIB

ER T

RU

NK

(QTY

/MO

DEL

)

DC

TR

UN

K (Q

TY/M

OD

EL)

REP

EATE

R (Q

TY/M

OD

EL)

RR

H -

700

band

(QTY

/MO

DEL

)1

RR

H2x

40-0

7L-A

T

RR

H -

850

band

(QTY

/MO

DEL

)

RR

H -

1900

ban

d (Q

TY/M

OD

EL)

1B2

5 R

RH

4X30

-4R

RR

H -

AW

S ba

nd (Q

TY/M

OD

EL)

1B6

6A R

RH

4X45

-4R

RR

H -

WC

S ba

nd (Q

TY/M

OD

EL)

1R

RH

4x25

-WC

S-4R

Add

ition

al R

RH

#1

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al R

RH

#2

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

3 (Q

TY/M

OD

EL)

Loca

l Mar

ket N

ote

1EL

ECTR

ICAL

TIL

TS: U

8(02

) , U

9(04

) , U

8_1(

02) ,

U9_

1(04

) , G

8(02

) , W

CS(

04) ,

L2(

05) ,

L2_

1(05

) , L

7(12

) , L

9(05

) ER

P: U

8(39

3) ,

U9(

0) ,

U8_

1(0)

, U

9_1(

0) ,

G8(

0) ,

WC

S(33

49) ,

L2(

3076

) , L

2_1(

3076

) , L

7(16

55) ,

L9(

3715

)

Loca

l Mar

ket N

ote

2AN

TEN

NA

POR

TS: U

8(13

c+13

d) ,

U9(

13a+

13b)

, U

8_1(

13c+

13d)

, U

9_1(

13a+

13b)

, G

8(14

c+14

d) ,

WC

S(14

a+14

b+14

e+14

f) , L

2(15

a+15

b+15

e+15

f) , L

2_1(

15a+

15b+

15e+

15f)

, L7(

16c+

16d)

, L9

(16a

+16b

+16e

+16f

)

Loca

l Mar

ket N

ote

3SE

CTO

R N

AME:

U8(

OR

PRU

0021

Z) ,

U9(

OR

PRU

0021

C) ,

U8_

1(O

RPR

U00

21Z)

, U

9_1(

OR

PRU

0021

F) ,

G8(

PTLD

OR

PR46

Z) ,

WC

S(O

RL0

0021

_3C

_1) ,

L2(

OR

L000

21_2

C_1

) , L

2_1(

OR

L000

21_2

C_2

) , L

7(O

RL0

0021

_7C

_1) ,

L9(

OR

L000

21_9

C_1

)

a

POR

T SP

ECIF

IC F

IELD

SPO

RT

NU

MB

ERU

SEID

(CSS

ng)

USE

ID (A

toll)

ATO

LL T

XID

ATO

LL C

ELL

IDTX

/RX

?TE

CH

NO

LOG

Y/FR

EQU

ENC

Y A

NTE

NN

AA

TOLL

AN

TEN

NA

GA

INEL

ECTR

ICA

LA

ZIM

UTH

ELEC

TRIC

AL

TILT

RR

HLO

CA

TIO

N(T

op/B

otto

m/

Inte

grat

ed/N

one

)

FEE

DER

STY

PE

FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

?TR

IPLE

XER

or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

)

SCPA

/MC

PAM

OD

ULE

?

HA

TCH

PLA

TE

POW

ER(W

atts

)

ERP

(Wat

ts)

Ant

enna

RET

Nam

eC

AB

LEN

UM

BER

CA

BLE

ID(C

SSN

G)

AN

TEN

NA

PO

SITI

ON

1

POR

T 1

OR

PRU

0021

ZO

RPR

U00

21Z

UM

TS 8

50KT

-742

-264

-85

0_02

DT

142

Non

eC

omm

1-5

/8_8

5012

039

3

POR

T 2

OR

PRU

0021

ZO

RPR

U00

21Z

UM

TS 8

50KT

-742

-264

-85

0_02

DT

142

Non

eC

omm

1-5

/8_8

5012

039

3

POR

T 3

UM

TS 1

900

KT-7

42-2

64-

1900

_04D

T16

4N

one

LDF5

7/8

_190

012

00

POR

T 4

UM

TS 1

900

KT-7

42-2

64-

1900

_04D

T16

4N

one

LDF5

7/8

_190

012

00

a

AN

TEN

NA

PO

SITI

ON

2

POR

T 1

GSM

850

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_85

1MH

z_02

DT

152

Non

eLD

F5 7

/8_8

5012

00

POR

T 2

GSM

850

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_85

1MH

z_02

DT

152

Non

eLD

F5 7

/8_8

5012

00

POR

T 3

OR

L000

21_3

C_1

OR

L000

21_3

C_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_04

DT

174

Top

FIBE

R0

3349

POR

T 4

OR

L000

21_3

C_1

OR

L000

21_3

C_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_04

DT

174

Top

FIBE

R0

3349

POR

T 5

OR

L000

21_3

C_1

OR

L000

21_3

C_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_04

DT

174

Top

FIBE

R0

3349

POR

T 6

OR

L000

21_3

C_1

OR

L000

21_3

C_1

LTE

WC

SET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

2355

MH

z_04

DT

174

Top

FIBE

R0

3349

a

AN

TEN

NA

PO

SITI

ON

3

POR

T 3

OR

L000

21_2

C_1

OR

L000

21_2

C_1

,O

RL0

0021

_2C

_2LT

E AW

SSB

NH

H-

1D65

C_2

130M

Hz_

05D

T18

5To

pFI

BER

061

52

POR

T 4

OR

L000

21_2

C_1

OR

L000

21_2

C_1

,O

RL0

0021

_2C

_2LT

E AW

SSB

NH

H-

1D65

C_2

130M

Hz_

05D

T18

5To

pFI

BER

061

52

POR

T 5

OR

L000

21_2

C_1

OR

L000

21_2

C_1

,O

RL0

0021

_2C

_2LT

E AW

SSB

NH

H-

1D65

C_2

130M

Hz_

05D

T18

5To

pFI

BER

061

52

POR

T 6

OR

L000

21_2

C_1

OR

L000

21_2

C_1

,O

RL0

0021

_2C

_2LT

E AW

SSB

NH

H-

1D65

C_2

130M

Hz_

05D

T18

5To

pFI

BER

061

52

a

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

OR

L000

21_7

C_1

OR

L000

21_7

C_1

LTE

700

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_72

2MH

z_12

DT

1512

Top

FIBE

R0

1655

POR

T 2

OR

L000

21_7

C_1

OR

L000

21_7

C_1

LTE

700

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_72

2MH

z_12

DT

1512

Top

FIBE

R0

1655

POR

T 3

OR

L000

21_9

C_1

OR

L000

21_9

C_1

LTE

1900

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_19

50M

Hz_

05D

T17

5To

pFI

BER

037

15

POR

T 4

OR

L000

21_9

C_1

OR

L000

21_9

C_1

LTE

1900

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_19

50M

Hz_

05D

T17

5To

pFI

BER

037

15

POR

T 5

OR

L000

21_9

C_1

OR

L000

21_9

C_1

LTE

1900

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_19

50M

Hz_

05D

T17

5To

pFI

BER

037

15

POR

T 6

OR

L000

21_9

C_1

OR

L000

21_9

C_1

LTE

1900

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_19

50M

Hz_

05D

T17

5To

pFI

BER

037

15

Sect

ion

16A

- PLA

NN

ED/P

RO

POSE

D T

OW

ER C

ON

FIG

UR

ATIO

N -

SEC

TOR

A (O

R O

MN

I)A

NTE

NN

A P

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LEFT

to R

IGH

T fr

om B

AC

K O

F A

NTE

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A(u

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s ot

herw

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spec

ified

)A

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A P

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PO

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2A

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A P

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AN

TEN

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PO

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ON

4A

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NN

A P

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NA

PO

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ON

6A

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Exis

ting

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?

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MA

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VEN

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of in

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700

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AIR

SCAL

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I RR

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T4R

B12/

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HLB

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850

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AirS

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B5

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H -

1900

ban

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RR

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S ba

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H -

WC

S ba

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TY/M

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Add

ition

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RH

#1

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ban

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TY/M

OD

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Add

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RH

#2

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ban

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TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

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12N

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850

12N

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700

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

12N

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2ND

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900

Add

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al C

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TY/M

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a

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MB

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toll)

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CH

NO

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AA

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GA

INEL

ECTR

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LA

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AL

TILT

RR

HLO

CA

TIO

N(T

op/B

otto

m/

Inte

grat

ed/N

one

)

FEE

DER

STY

PE

FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

?TR

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or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

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SCPA

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PAM

OD

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?

HA

TCH

PLA

TE

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atts

)

ERP

(Wat

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Ant

enna

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AB

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CA

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ID(C

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G)

AN

TEN

NA

PO

SITI

ON

1

POR

T 1

5G 8

50

POR

T 2

5G 8

50

POR

T 3

5G 8

50

POR

T 4

5G 8

50

POR

T 5

LTE

AWS

POR

T 6

LTE

AWS

POR

T 7

LTE

AWS

POR

T 8

LTE

AWS

a

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

LTE

700

POR

T 2

LTE

700

POR

T 3

LTE

700

POR

T 4

LTE

700

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T 5

LTE

1900

POR

T 6

LTE

1900

POR

T 7

LTE

1900

POR

T 8

LTE

1900

Sect

ion

16B

- PLA

NN

ED/P

RO

POSE

D T

OW

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ON

FIG

UR

ATIO

N -

SEC

TOR

BA

NTE

NN

A P

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TIO

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LEFT

to R

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AC

K O

F A

NTE

NN

A(u

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s ot

herw

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spec

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)A

NTE

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A P

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TEN

NA

PO

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2A

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NN

A P

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AN

TEN

NA

PO

SITI

ON

4A

NTE

NN

A P

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TIO

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TEN

NA

PO

SITI

ON

6A

NTE

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A P

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Exis

ting

Ant

enna

?

AN

TEN

NA

MA

KE

- MO

DEL

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H4-

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H4-

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TEN

NA

VEN

DO

RC

omm

scop

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omm

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SIZ

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WEI

GH

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DO

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DU

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TY/M

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Ant

enna

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CO

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DC

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TY/M

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FILT

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TY/M

OD

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SQU

ID (Q

TY/M

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EL)

FIB

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RU

NK

(QTY

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DEL

)

DC

TR

UN

K (Q

TY/M

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EL)

REP

EATE

R (Q

TY/M

OD

EL)

RR

H -

700

band

(QTY

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DEL

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AIR

SCAL

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T4R

B12/

14/2

9 37

0W A

HLB

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H -

850

band

(QTY

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AirS

cale

RR

H 4

T4R

B5

160W

AH

CA

RR

H -

1900

ban

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TY/M

OD

EL)

RR

H -

AW

S ba

nd (Q

TY/M

OD

EL)

RR

H -

WC

S ba

nd (Q

TY/M

OD

EL)

Add

ition

al R

RH

#1

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al R

RH

#2

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

EL)

12N

D F

IBER

850

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

12N

D F

IBER

AW

S1

2ND

FIB

ER 1

900

Add

ition

al C

ompo

nent

3 (Q

TY/M

OD

EL)

Loca

l Mar

ket N

ote

1

Loca

l Mar

ket N

ote

2

Loca

l Mar

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3

a

POR

T SP

ECIF

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SPO

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NU

MB

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(CSS

ng)

USE

ID (A

toll)

ATO

LL T

XID

ATO

LL C

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IDTX

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CH

NO

LOG

Y/FR

EQU

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NN

AA

TOLL

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TEN

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GA

INEL

ECTR

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LA

ZIM

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TILT

RR

HLO

CA

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Inte

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one

)

FEE

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FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

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XER

or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

)

SCPA

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PAM

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?

HA

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atts

)

ERP

(Wat

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Ant

enna

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BER

CA

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ID(C

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AN

TEN

NA

PO

SITI

ON

1

POR

T 1

UM

TS 8

50,5

G 8

50

POR

T 2

UM

TS 8

50,5

G 8

50

POR

T 3

5G 8

50

POR

T 4

5G 8

50

POR

T 5

LTE

AWS

POR

T 6

LTE

AWS

POR

T 7

LTE

AWS

POR

T 8

LTE

AWS

POR

T 9

LTE

WC

S

POR

T 10

LTE

WC

S

POR

T 11

LTE

WC

S

POR

T 12

LTE

WC

Sa

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

LTE

700

POR

T 2

LTE

700

POR

T 3

LTE

700

POR

T 4

LTE

700

POR

T 5

LTE

1900

POR

T 6

LTE

1900

POR

T 7

LTE

1900

POR

T 8

LTE

1900

Sect

ion

16C

- PL

ANN

ED/P

RO

POSE

D T

OW

ER C

ON

FIG

UR

ATIO

N -

SEC

TOR

CA

NTE

NN

A P

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N is

LEFT

to R

IGH

T fr

om B

AC

K O

F A

NTE

NN

A(u

nles

s ot

herw

ise

spec

ified

)A

NTE

NN

A P

OSI

TIO

N 1

AN

TEN

NA

PO

SITI

ON

2A

NTE

NN

A P

OSI

TIO

N 3

AN

TEN

NA

PO

SITI

ON

4A

NTE

NN

A P

OSI

TIO

N 5

AN

TEN

NA

PO

SITI

ON

6A

NTE

NN

A P

OSI

TIO

N 7

Exis

ting

Ant

enna

?

AN

TEN

NA

MA

KE

- MO

DEL

NN

HH

-65C

-R4

NN

HH

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AN

TEN

NA

VEN

DO

RC

omm

scop

eC

omm

scop

e

AN

TEN

NA

SIZ

E (H

x W

x D

)

AN

TEN

NA

WEI

GH

T

AZI

MU

TH30

030

0

MA

GN

ETIC

DEC

LIN

ATI

ON

RA

DIA

TIO

N C

ENTE

R (f

eet)

9595

AN

TEN

NA

TIP

HEI

GH

T

MEC

HA

NIC

AL

DO

WN

TILT

FEED

ER A

MO

UN

T

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A A

BO

VE(T

IP to

TIP

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VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A B

ELO

W(T

IP to

TIP

)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

LEF

T (C

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RLI

NE

to C

ENTE

RLI

NE)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

RIG

HT

(CEN

TER

LIN

E to

CEN

TER

LIN

E)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om A

NO

THER

AN

TEN

NA

(whi

ch a

nten

na #

/ #

of in

ches

)

Ant

enna

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Mot

or (Q

TY/M

OD

EL)

SUR

GE

AR

RES

TOR

(QTY

/MO

DEL

)

DIP

LEXE

R (Q

TY/M

OD

EL)

DU

PLEX

ER (Q

TY/M

OD

EL)

Ant

enna

RET

CO

NTR

OL

UN

IT (Q

TY/M

OD

EL)

DC

BLO

CK

(QTY

/MO

DEL

)

TMA

/LN

A (Q

TY/M

OD

EL)

CU

RR

ENT

INJE

CTO

RS

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TM

A (Q

TY/M

OD

EL)

PDU

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R T

MA

S (Q

TY/M

OD

EL)

FILT

ER (Q

TY/M

OD

EL)

SQU

ID (Q

TY/M

OD

EL)

FIB

ER T

RU

NK

(QTY

/MO

DEL

)

DC

TR

UN

K (Q

TY/M

OD

EL)

REP

EATE

R (Q

TY/M

OD

EL)

RR

H -

700

band

(QTY

/MO

DEL

)1

AIR

SCAL

E TR

I RR

H 4

T4R

B12/

14/2

9 37

0W A

HLB

BA

RR

H -

850

band

(QTY

/MO

DEL

)1

AirS

cale

RR

H 4

T4R

B5

160W

AH

CA

RR

H -

1900

ban

d (Q

TY/M

OD

EL)

RR

H -

AW

S ba

nd (Q

TY/M

OD

EL)

RR

H -

WC

S ba

nd (Q

TY/M

OD

EL)

Add

ition

al R

RH

#1

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al R

RH

#2

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

EL)

12N

D F

IBER

850

12N

D F

IBER

700

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

12N

D F

IBER

AW

S1

2ND

FIB

ER 1

900

Add

ition

al C

ompo

nent

3 (Q

TY/M

OD

EL)

Loca

l Mar

ket N

ote

1

Loca

l Mar

ket N

ote

2

Loca

l Mar

ket N

ote

3

a

POR

T SP

ECIF

IC F

IELD

SPO

RT

NU

MB

ERU

SEID

(CSS

ng)

USE

ID (A

toll)

ATO

LL T

XID

ATO

LL C

ELL

IDTX

/RX

?TE

CH

NO

LOG

Y/FR

EQU

ENC

Y A

NTE

NN

AA

TOLL

AN

TEN

NA

GA

INEL

ECTR

ICA

LA

ZIM

UTH

ELEC

TRIC

AL

TILT

RR

HLO

CA

TIO

N(T

op/B

otto

m/

Inte

grat

ed/N

one

)

FEE

DER

STY

PE

FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

?TR

IPLE

XER

or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

)

SCPA

/MC

PAM

OD

ULE

?

HA

TCH

PLA

TE

POW

ER(W

atts

)

ERP

(Wat

ts)

Ant

enna

RET

Nam

eC

AB

LEN

UM

BER

CA

BLE

ID(C

SSN

G)

AN

TEN

NA

PO

SITI

ON

1

POR

T 1

5G 8

50

POR

T 2

5G 8

50

POR

T 3

5G 8

50

POR

T 4

5G 8

50

POR

T 5

LTE

AWS

POR

T 6

LTE

AWS

POR

T 7

LTE

AWS

POR

T 8

LTE

AWS

a

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

LTE

700

POR

T 2

LTE

700

POR

T 3

LTE

700

POR

T 4

LTE

700

POR

T 5

LTE

1900

POR

T 6

LTE

1900

POR

T 7

LTE

1900

POR

T 8

LTE

1900

Sect

ion

17A

- FIN

AL T

OW

ER C

ON

FIG

UR

ATIO

N -

SEC

TOR

A (O

R O

MN

I)A

NTE

NN

A P

OSI

TIO

N is

LEFT

to R

IGH

T fr

om B

AC

K O

F A

NTE

NN

A(u

nles

s ot

herw

ise

spec

ified

)A

NTE

NN

A P

OSI

TIO

N 1

AN

TEN

NA

PO

SITI

ON

2A

NTE

NN

A P

OSI

TIO

N 3

AN

TEN

NA

PO

SITI

ON

4A

NTE

NN

A P

OSI

TIO

N 5

AN

TEN

NA

PO

SITI

ON

6A

NTE

NN

A P

OSI

TIO

N 7

AN

TEN

NA

MA

KE

- MO

DEL

NN

HH

-65C

-R4

ET-X

-UW

-70-

16-7

0-18

-iR-A

T-R

AN

NH

H-6

5C-R

4

AN

TEN

NA

VEN

DO

RC

omm

scop

eKM

WC

omm

scop

e

AN

TEN

NA

SIZ

E (H

x W

x D

)96

X19.

6X7.

891

.7X1

2X6.

396

X19.

6X7.

8

AN

TEN

NA

WEI

GH

T99

.248

.599

.2

AZI

MU

TH30

3030

MA

GN

ETIC

DEC

LIN

ATI

ON

RA

DIA

TIO

N C

ENTE

R (f

eet)

9595

95

AN

TEN

NA

TIP

HEI

GH

T99

98.8

99

MEC

HA

NIC

AL

DO

WN

TILT

00

0

FEED

ER A

MO

UN

T0

20

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A A

BO

VE(T

IP to

TIP

)

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A B

ELO

W(T

IP to

TIP

)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

LEF

T (C

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RLI

NE

to C

ENTE

RLI

NE)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

RIG

HT

(CEN

TER

LIN

E to

CEN

TER

LIN

E)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om A

NO

THER

AN

TEN

NA

(whi

ch a

nten

na #

/ #

of in

ches

)36

Ant

enna

RET

Mot

or (Q

TY/M

OD

EL)

SUR

GE

AR

RES

TOR

(QTY

/MO

DEL

)

DIP

LEXE

R (Q

TY/M

OD

EL)

DU

PLEX

ER (Q

TY/M

OD

EL)

Ant

enna

RET

CO

NTR

OL

UN

IT (Q

TY/M

OD

EL)

DC

BLO

CK

(QTY

/MO

DEL

)

TMA

/LN

A (Q

TY/M

OD

EL)

CU

RR

ENT

INJE

CTO

RS

FOR

TM

A (Q

TY/M

OD

EL)

PDU

FO

R T

MA

S (Q

TY/M

OD

EL)

FILT

ER (Q

TY/M

OD

EL)

SQU

ID (Q

TY/M

OD

EL)

3D

C6-

48-6

0-0-

1B-0

1-SS

FIB

ER T

RU

NK

(QTY

/MO

DEL

)

DC

TR

UN

K (Q

TY/M

OD

EL)

REP

EATE

R (Q

TY/M

OD

EL)

RR

H -

700

band

(QTY

/MO

DEL

)1

AIR

SCAL

E TR

I RR

H 4

T4R

B12/

14/2

9 37

0W A

HLB

BA

RR

H -

850

band

(QTY

/MO

DEL

)1

AirS

cale

RR

H 4

T4R

B5

160W

AH

CA

RR

H -

1900

ban

d (Q

TY/M

OD

EL)

1B2

5 R

RH

4X30

-4R

RR

H -

AW

S ba

nd (Q

TY/M

OD

EL)

1B6

6A R

RH

4X45

-4R

RR

H -

WC

S ba

nd (Q

TY/M

OD

EL)

1R

RH

4x25

-WC

S-4R

Add

ition

al R

RH

#1

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al R

RH

#2

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

EL)

12N

D F

IBER

850

12N

D F

IBER

700

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

12N

D F

IBER

AW

S1

2ND

FIB

ER 1

900

Add

ition

al C

ompo

nent

3 (Q

TY/M

OD

EL)

Loca

l Mar

ket N

ote

1EL

ECTR

ICAL

TIL

TS: L

2(07

) , L

2_1(

07) ,

5G

8(12

) , U

8(08

) , W

CS(

05) ,

L7(

12) ,

L9(

07) ,

L7_

D(1

2) ,

L7_P

S(12

)ER

P: L

2(37

84) ,

L2_

1(37

84) ,

5G

8(43

5) ,

U8(

657)

, W

CS(

3349

) , L

7(28

11) ,

L9(

5011

) , L

7_D

(889

) , L

7_PS

(281

1)

Loca

l Mar

ket N

ote

2AN

TEN

NA

POR

TS: L

2(1a

+1b+

1e+1

f) , L

2_1(

1a+1

b+1e

+1f)

, 5G

8(1c

+1d+

1g+1

h) ,

U8(

2c+2

d) ,

WC

S(2a

+2b+

2e+2

f) , L

7(4c

+4d+

4g+4

h) ,

L9(4

a+4b

+4e+

4f) ,

L7_

D(4

c+4d

+4g+

4h) ,

L7_

PS(4

c+4d

+4g+

4h)

Loca

l Mar

ket N

ote

3SE

CTO

R N

AME:

L2(

OR

L000

21_2

A_1)

, L2

_1(O

RL0

0021

_2A_

2) ,

5G8(

OR

ON

0000

21_N

005A

_1) ,

U8(

OR

PRU

0021

X) ,

WC

S(O

RL0

0021

_3A_

1) ,

L7(O

RL0

0021

_7A_

1) ,

L9(O

RL0

0021

_9A_

1) ,

L7_D

(OR

L000

21_7

A_3_

E) ,

L7_P

S(O

RL0

0021

_7A_

2_F)

a

POR

T SP

ECIF

IC F

IELD

SPO

RT

NU

MB

ERU

SEID

(CSS

ng)

USE

ID (A

toll)

ATO

LL T

XID

ATO

LL C

ELL

IDTX

/RX

?TE

CH

NO

LOG

Y/FR

EQU

ENC

Y A

NTE

NN

AA

TOLL

AN

TEN

NA

GA

INEL

ECTR

ICA

LA

ZIM

UTH

ELEC

TRIC

AL

TILT

RR

HLO

CA

TIO

N(T

op/B

otto

m/

Inte

grat

ed/N

one

)

FEE

DER

STY

PE

FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

?TR

IPLE

XER

or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

)

SCPA

/MC

PAM

OD

ULE

?

HA

TCH

PLA

TE

POW

ER(W

atts

)

ERP

(Wat

ts)

Ant

enna

RET

Nam

eC

AB

LEN

UM

BER

CA

BLE

ID(C

SSN

G)

AN

TEN

NA

PO

SITI

ON

1

POR

T 1

1096

1.A.

850.

5G.tm

p1O

RO

N00

0021

_N00

5A_1

OR

ON

0000

21_N

005A

_15G

850

NN

HH

-65C

-R

4_85

0MH

z_12

DT

1512

Top

FIBE

R0

435

POR

T 2

1096

1.A.

850.

5G.tm

p1O

RO

N00

0021

_N00

5A_1

OR

ON

0000

21_N

005A

_15G

850

NN

HH

-65C

-R

4_85

0MH

z_12

DT

1512

Top

FIBE

R0

435

POR

T 3

1096

1.A.

850.

5G.tm

p1O

RO

N00

0021

_N00

5A_1

OR

ON

0000

21_N

005A

_15G

850

NN

HH

-65C

-R

4_85

0MH

z_12

DT

1512

Top

FIBE

R0

435

POR

T 4

1096

1.A.

850.

5G.tm

p1O

RO

N00

0021

_N00

5A_1

OR

ON

0000

21_N

005A

_15G

850

NN

HH

-65C

-R

4_85

0MH

z_12

DT

1512

Top

FIBE

R0

435

POR

T 5

1096

1.A.

AWS.

4G.3

,109

61.A

.AW

S.4G

.2O

RL0

0021

_2A_

1O

RL0

0021

_2A_

1,O

RL0

0021

_2A_

2LT

E AW

SN

NH

H-6

5C-

R4_

2130

MH

z_07

DT

187

Top

FIBE

R0

7568

POR

T 6

1096

1.A.

AWS.

4G.3

,109

61.A

.AW

S.4G

.2O

RL0

0021

_2A_

1O

RL0

0021

_2A_

1,O

RL0

0021

_2A_

2LT

E AW

SN

NH

H-6

5C-

R4_

2130

MH

z_07

DT

187

Top

FIBE

R0

7568

POR

T 7

1096

1.A.

AWS.

4G.3

,109

61.A

.AW

S.4G

.2O

RL0

0021

_2A_

1O

RL0

0021

_2A_

1,O

RL0

0021

_2A_

2LT

E AW

SN

NH

H-6

5C-

R4_

2130

MH

z_07

DT

187

Top

FIBE

R0

7568

POR

T 8

1096

1.A.

AWS.

4G.3

,109

61.A

.AW

S.4G

.2O

RL0

0021

_2A_

1O

RL0

0021

_2A_

1,O

RL0

0021

_2A_

2LT

E AW

SN

NH

H-6

5C-

R4_

2130

MH

z_07

DT

187

Top

FIBE

R0

7568

a

AN

TEN

NA

PO

SITI

ON

2

POR

T 1

1096

1.A.

850.

3G.1

OR

PRU

0021

XO

RPR

U00

21X

UM

TS 8

50ET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

851M

Hz_

08D

T15

8N

one

Com

m 1

-5/8

_850

6065

7

POR

T 2

1096

1.A.

850.

3G.1

OR

PRU

0021

XO

RPR

U00

21X

UM

TS 8

50ET

-X-U

W-7

0-16

-70-

18-IR

-AT-

RA_

851M

Hz_

08D

T15

8N

one

Com

m 1

-5/8

_850

6065

7

POR

T 3

1096

1.A.

WC

S.4G

.1O

RL0

0021

_3A_

1O

RL0

0021

_3A_

1LT

E W

CS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_23

55M

Hz_

05D

T17

5To

pFI

BER

033

49

POR

T 4

1096

1.A.

WC

S.4G

.1O

RL0

0021

_3A_

1O

RL0

0021

_3A_

1LT

E W

CS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_23

55M

Hz_

05D

T17

5To

pFI

BER

033

49

POR

T 5

1096

1.A.

WC

S.4G

.1O

RL0

0021

_3A_

1O

RL0

0021

_3A_

1LT

E W

CS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_23

55M

Hz_

05D

T17

5To

pFI

BER

033

49

POR

T 6

1096

1.A.

WC

S.4G

.1O

RL0

0021

_3A_

1O

RL0

0021

_3A_

1LT

E W

CS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_23

55M

Hz_

05D

T17

5To

pFI

BER

033

49

a

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

1096

1.A.

700.

4G.1

,109

61.A

.70

0.4G

.tmp2

,109

61.A

.700

.4G

.tmp3

OR

L000

21_7

A_1,

OR

L000

21_7

A_2_

F

OR

L000

21_7

A_1,

OR

L000

21_7

A_3_

E,O

RL0

0021

_7A_

2_F

LTE

700

NN

HH

-65C

-R

4_72

5MH

z_12

DT

1412

Top

FIBE

R0

6511

POR

T 2

1096

1.A.

700.

4G.1

,109

61.A

.70

0.4G

.tmp2

,109

61.A

.700

.4G

.tmp3

OR

L000

21_7

A_1,

OR

L000

21_7

A_2_

F

OR

L000

21_7

A_1,

OR

L000

21_7

A_3_

E,O

RL0

0021

_7A_

2_F

LTE

700

NN

HH

-65C

-R

4_72

5MH

z_12

DT

1412

Top

FIBE

R0

6511

POR

T 3

1096

1.A.

700.

4G.1

,109

61.A

.70

0.4G

.tmp2

,109

61.A

.700

.4G

.tmp3

OR

L000

21_7

A_1,

OR

L000

21_7

A_2_

F

OR

L000

21_7

A_1,

OR

L000

21_7

A_3_

E,O

RL0

0021

_7A_

2_F

LTE

700

NN

HH

-65C

-R

4_72

5MH

z_12

DT

1412

Top

FIBE

R0

6511

POR

T 4

1096

1.A.

700.

4G.1

,109

61.A

.70

0.4G

.tmp2

,109

61.A

.700

.4G

.tmp3

OR

L000

21_7

A_1,

OR

L000

21_7

A_2_

F

OR

L000

21_7

A_1,

OR

L000

21_7

A_3_

E,O

RL0

0021

_7A_

2_F

LTE

700

NN

HH

-65C

-R

4_72

5MH

z_12

DT

1412

Top

FIBE

R0

6511

POR

T 5

1096

1.A.

1900

.4G

.1O

RL0

0021

_9A_

1O

RL0

0021

_9A_

1LT

E 19

00N

NH

H-6

5C-

R4_

1930

MH

z_07

DT

187

Top

FIBE

R0

5011

POR

T 6

1096

1.A.

1900

.4G

.1O

RL0

0021

_9A_

1O

RL0

0021

_9A_

1LT

E 19

00N

NH

H-6

5C-

R4_

1930

MH

z_07

DT

187

Top

FIBE

R0

5011

POR

T 7

1096

1.A.

1900

.4G

.1O

RL0

0021

_9A_

1O

RL0

0021

_9A_

1LT

E 19

00N

NH

H-6

5C-

R4_

1930

MH

z_07

DT

187

Top

FIBE

R0

5011

POR

T 8

1096

1.A.

1900

.4G

.1O

RL0

0021

_9A_

1O

RL0

0021

_9A_

1LT

E 19

00N

NH

H-6

5C-

R4_

1930

MH

z_07

DT

187

Top

FIBE

R0

5011

Sect

ion

17B

- FIN

AL T

OW

ER C

ON

FIG

UR

ATIO

N -

SEC

TOR

BA

NTE

NN

A P

OSI

TIO

N is

LEFT

to R

IGH

T fr

om B

AC

K O

F A

NTE

NN

A(u

nles

s ot

herw

ise

spec

ified

)A

NTE

NN

A P

OSI

TIO

N 1

AN

TEN

NA

PO

SITI

ON

2A

NTE

NN

A P

OSI

TIO

N 3

AN

TEN

NA

PO

SITI

ON

4A

NTE

NN

A P

OSI

TIO

N 5

AN

TEN

NA

PO

SITI

ON

6A

NTE

NN

A P

OSI

TIO

N 7

AN

TEN

NA

MA

KE

- MO

DEL

NN

H4-

65C

-R6

NN

H4-

65C

-R6

AN

TEN

NA

VEN

DO

RC

omm

scop

eC

omm

scop

e

AN

TEN

NA

SIZ

E (H

x W

x D

)96

X19.

6X7.

896

X19.

6X7.

8

AN

TEN

NA

WEI

GH

T99

.299

.2

AZI

MU

TH16

016

0

MA

GN

ETIC

DEC

LIN

ATI

ON

RA

DIA

TIO

N C

ENTE

R (f

eet)

9595

AN

TEN

NA

TIP

HEI

GH

T99

99

MEC

HA

NIC

AL

DO

WN

TILT

00

FEED

ER A

MO

UN

T2

0

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A A

BO

VE(T

IP to

TIP

)

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A B

ELO

W(T

IP to

TIP

)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

LEF

T (C

ENTE

RLI

NE

to C

ENTE

RLI

NE)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

RIG

HT

(CEN

TER

LIN

E to

CEN

TER

LIN

E)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om A

NO

THER

AN

TEN

NA

(whi

ch a

nten

na #

/ #

of in

ches

)36

Ant

enna

RET

Mot

or (Q

TY/M

OD

EL)

SUR

GE

AR

RES

TOR

(QTY

/MO

DEL

)

DIP

LEXE

R (Q

TY/M

OD

EL)

2D

BC01

35F3

V92-

1

DU

PLEX

ER (Q

TY/M

OD

EL)

Ant

enna

RET

CO

NTR

OL

UN

IT (Q

TY/M

OD

EL)

DC

BLO

CK

(QTY

/MO

DEL

)

TMA

/LN

A (Q

TY/M

OD

EL)

CU

RR

ENT

INJE

CTO

RS

FOR

TM

A (Q

TY/M

OD

EL)

PDU

FO

R T

MA

S (Q

TY/M

OD

EL)

FILT

ER (Q

TY/M

OD

EL)

SQU

ID (Q

TY/M

OD

EL)

FIB

ER T

RU

NK

(QTY

/MO

DEL

)

DC

TR

UN

K (Q

TY/M

OD

EL)

REP

EATE

R (Q

TY/M

OD

EL)

RR

H -

700

band

(QTY

/MO

DEL

)1

AIR

SCAL

E TR

I RR

H 4

T4R

B12/

14/2

9 37

0W A

HLB

BA

RR

H -

850

band

(QTY

/MO

DEL

)1

AirS

cale

RR

H 4

T4R

B5

160W

AH

CA

RR

H -

1900

ban

d (Q

TY/M

OD

EL)

1B2

5 R

RH

4X30

-4R

RR

H -

AW

S ba

nd (Q

TY/M

OD

EL)

1B6

6A R

RH

4X45

-4R

RR

H -

WC

S ba

nd (Q

TY/M

OD

EL)

1R

RH

4x25

-WC

S-4R

Add

ition

al R

RH

#1

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al R

RH

#2

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

EL)

12N

D F

IBER

850

12N

D F

IBER

700

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

12N

D F

IBER

AW

S1

2ND

FIB

ER 1

900

Add

ition

al C

ompo

nent

3 (Q

TY/M

OD

EL)

Loca

l Mar

ket N

ote

1EL

ECTR

ICAL

TIL

TS: U

8(12

) , L

2(07

) , W

CS(

05) ,

L2_

1(07

) , 5

G8(

12) ,

L7(

12) ,

L9(

07) ,

L7_

D(1

2) ,

L7_P

S(12

)ER

P: U

8(50

9) ,

L2(2

937)

, W

CS(

3054

) , L

2_1(

2937

) , 5

G8(

435)

, L7

(281

1) ,

L9(3

548)

, L7

_D(8

89) ,

L7_

PS(2

811)

Loca

l Mar

ket N

ote

2AN

TEN

NA

POR

TS: U

8(7c

+7d)

, L2

(7a+

7b+7

e+7f

) , W

CS(

7i+7

j+7k

+7l)

, L2_

1(7a

+7b+

7e+7

f) , 5

G8(

7c+7

d+7g

+7h)

, L7

(10c

+10d

+10g

+10h

) , L

9(10

a+10

b+10

e+10

f) , L

7_D

(10c

+10d

+10g

+10h

) , L

7_PS

(10c

+10d

+10g

+10h

)

Loca

l Mar

ket N

ote

3SE

CTO

R N

AME:

U8(

OR

PRU

0021

Y) ,

L2(O

RL0

0021

_2B_

1) ,

WC

S(O

RL0

0021

_3B_

1) ,

L2_1

(OR

L000

21_2

B_2)

, 5G

8(O

RO

N00

0021

_N00

5B_1

) , L

7(O

RL0

0021

_7B_

1) ,

L9(O

RL0

0021

_9B_

1) ,

L7_D

(OR

L000

21_7

B_3_

E) ,

L7_P

S(O

RL0

0021

_7B_

2_F)

a

POR

T SP

ECIF

IC F

IELD

SPO

RT

NU

MB

ERU

SEID

(CSS

ng)

USE

ID (A

toll)

ATO

LL T

XID

ATO

LL C

ELL

IDTX

/RX

?TE

CH

NO

LOG

Y/FR

EQU

ENC

Y A

NTE

NN

AA

TOLL

AN

TEN

NA

GA

INEL

ECTR

ICA

LA

ZIM

UTH

ELEC

TRIC

AL

TILT

RR

HLO

CA

TIO

N(T

op/B

otto

m/

Inte

grat

ed/N

one

)

FEE

DER

STY

PE

FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

?TR

IPLE

XER

or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

)

SCPA

/MC

PAM

OD

ULE

?

HA

TCH

PLA

TE

POW

ER(W

atts

)

ERP

(Wat

ts)

Ant

enna

RET

Nam

eC

AB

LEN

UM

BER

CA

BLE

ID(C

SSN

G)

AN

TEN

NA

PO

SITI

ON

1

POR

T 1

1096

1.B.

850.

3G.1

,109

61.B

.85

0.5G

.tmp1

OR

PRU

0021

Y,O

RO

N00

0021

_N00

5B_1

OR

PRU

0021

Y,O

RO

N00

0021

_N00

5B_1

UM

TS 8

50,5

G 8

50N

NH

4-65

C-

R6_

850M

Hz_

12D

T15

12To

pFI

BER

094

4

POR

T 2

1096

1.B.

850.

3G.1

,109

61.B

.85

0.5G

.tmp1

OR

PRU

0021

Y,O

RO

N00

0021

_N00

5B_1

OR

PRU

0021

Y,O

RO

N00

0021

_N00

5B_1

UM

TS 8

50,5

G 8

50N

NH

4-65

C-

R6_

850M

Hz_

12D

T15

12To

pFI

BER

094

4

POR

T 3

1096

1.B.

850.

5G.tm

p1O

RO

N00

0021

_N00

5B_1

OR

ON

0000

21_N

005B

_15G

850

NN

H4-

65C

-R

6_85

0MH

z_12

DT

1512

Top

FIBE

R0

435

POR

T 4

1096

1.B.

850.

5G.tm

p1O

RO

N00

0021

_N00

5BO

RO

N00

0021

_N00

5B5G

850

NN

H4-

65C

-15

12To

pFI

BER

043

5

_1_1

R6_

850M

Hz_

12D

T

POR

T 5

1096

1.B.

AWS.

4G.3

,109

61.B

.AW

S.4G

.2O

RL0

0021

_2B_

1O

RL0

0021

_2B_

1,O

RL0

0021

_2B_

2LT

E AW

SN

NH

4-65

C-

R6_

2130

MH

z_07

DT

177

Top

FIBE

R0

5874

POR

T 6

1096

1.B.

AWS.

4G.3

,109

61.B

.AW

S.4G

.2O

RL0

0021

_2B_

1O

RL0

0021

_2B_

1,O

RL0

0021

_2B_

2LT

E AW

SN

NH

4-65

C-

R6_

2130

MH

z_07

DT

177

Top

FIBE

R0

5874

POR

T 7

1096

1.B.

AWS.

4G.3

,109

61.B

.AW

S.4G

.2O

RL0

0021

_2B_

1O

RL0

0021

_2B_

1,O

RL0

0021

_2B_

2LT

E AW

SN

NH

4-65

C-

R6_

2130

MH

z_07

DT

177

Top

FIBE

R0

5874

POR

T 8

1096

1.B.

AWS.

4G.3

,109

61.B

.AW

S.4G

.2O

RL0

0021

_2B_

1O

RL0

0021

_2B_

1,O

RL0

0021

_2B_

2LT

E AW

SN

NH

4-65

C-

R6_

2130

MH

z_07

DT

177

Top

FIBE

R0

5874

POR

T 9

1096

1.B.

WC

S.4G

.1O

RL0

0021

_3B_

1O

RL0

0021

_3B_

1LT

E W

CS

NN

H4-

65C

-R

6_23

55M

Hz_

05D

T17

5To

pFI

BER

030

54

POR

T 10

1096

1.B.

WC

S.4G

.1O

RL0

0021

_3B_

1O

RL0

0021

_3B_

1LT

E W

CS

NN

H4-

65C

-R

6_23

55M

Hz_

05D

T17

5To

pFI

BER

030

54

POR

T 11

1096

1.B.

WC

S.4G

.1O

RL0

0021

_3B_

1O

RL0

0021

_3B_

1LT

E W

CS

NN

H4-

65C

-R

6_23

55M

Hz_

05D

T17

5To

pFI

BER

030

54

POR

T 12

1096

1.B.

WC

S.4G

.1O

RL0

0021

_3B_

1O

RL0

0021

_3B_

1LT

E W

CS

NN

H4-

65C

-R

6_23

55M

Hz_

05D

T17

5To

pFI

BER

030

54

a

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

1096

1.B.

700.

4G.1

,109

61.B

.70

0.4G

.tmp2

,109

61.B

.700

.4G

.tmp3

OR

L000

21_7

B_1,

OR

L000

21_7

B_2_

F

OR

L000

21_7

B_1,

OR

L000

21_7

B_3_

E,O

RL0

0021

_7B_

2_F

LTE

700

NN

H4-

65C

-R

6_72

5MH

z_12

DT

1412

Top

FIBE

R0

6511

POR

T 2

1096

1.B.

700.

4G.1

,109

61.B

.70

0.4G

.tmp2

,109

61.B

.700

.4G

.tmp3

OR

L000

21_7

B_1,

OR

L000

21_7

B_2_

F

OR

L000

21_7

B_1,

OR

L000

21_7

B_3_

E,O

RL0

0021

_7B_

2_F

LTE

700

NN

H4-

65C

-R

6_72

5MH

z_12

DT

1412

Top

FIBE

R0

6511

POR

T 3

1096

1.B.

700.

4G.1

,109

61.B

.70

0.4G

.tmp2

,109

61.B

.700

.4G

.tmp3

OR

L000

21_7

B_1,

OR

L000

21_7

B_2_

F

OR

L000

21_7

B_1,

OR

L000

21_7

B_3_

E,O

RL0

0021

_7B_

2_F

LTE

700

NN

H4-

65C

-R

6_72

5MH

z_12

DT

1412

Top

FIBE

R0

6511

POR

T 4

1096

1.B.

700.

4G.1

,109

61.B

.70

0.4G

.tmp2

,109

61.B

.700

.4G

.tmp3

OR

L000

21_7

B_1,

OR

L000

21_7

B_2_

F

OR

L000

21_7

B_1,

OR

L000

21_7

B_3_

E,O

RL0

0021

_7B_

2_F

LTE

700

NN

H4-

65C

-R

6_72

5MH

z_12

DT

1412

Top

FIBE

R0

6511

POR

T 5

1096

1.B.

1900

.4G

.1O

RL0

0021

_9B_

1O

RL0

0021

_9B_

1LT

E 19

00N

NH

4-65

C-

R6_

1930

MH

z_07

DT

177

Top

FIBE

R0

3548

POR

T 6

1096

1.B.

1900

.4G

.1O

RL0

0021

_9B_

1O

RL0

0021

_9B_

1LT

E 19

00N

NH

4-65

C-

R6_

1930

MH

z_07

DT

177

Top

FIBE

R0

3548

POR

T 7

1096

1.B.

1900

.4G

.1O

RL0

0021

_9B_

1O

RL0

0021

_9B_

1LT

E 19

00N

NH

4-65

C-

R6_

1930

MH

z_07

DT

177

Top

FIBE

R0

3548

POR

T 8

1096

1.B.

1900

.4G

.1O

RL0

0021

_9B_

1O

RL0

0021

_9B_

1LT

E 19

00N

NH

4-65

C-

R6_

1930

MH

z_07

DT

177

Top

FIBE

R0

3548

Sect

ion

17C

- FI

NAL

TO

WER

CO

NFI

GU

RAT

ION

- SE

CTO

R C

AN

TEN

NA

PO

SITI

ON

isLE

FT to

RIG

HT

from

BA

CK

OF

AN

TEN

NA

(unl

ess

othe

rwis

e sp

ecifi

ed)

AN

TEN

NA

PO

SITI

ON

1A

NTE

NN

A P

OSI

TIO

N 2

AN

TEN

NA

PO

SITI

ON

3A

NTE

NN

A P

OSI

TIO

N 4

AN

TEN

NA

PO

SITI

ON

5A

NTE

NN

A P

OSI

TIO

N 6

AN

TEN

NA

PO

SITI

ON

7

AN

TEN

NA

MA

KE

- MO

DEL

NN

HH

-65C

-R4

ET-X

-UW

-70-

16-7

0-18

-iR-A

T-R

AN

NH

H-6

5C-R

4

AN

TEN

NA

VEN

DO

RC

omm

scop

eKM

WC

omm

scop

e

AN

TEN

NA

SIZ

E (H

x W

x D

)96

X19.

6X7.

891

.7X1

2X6.

396

X19.

6X7.

8

AN

TEN

NA

WEI

GH

T99

.248

.599

.2

AZI

MU

TH30

030

030

0

MA

GN

ETIC

DEC

LIN

ATI

ON

RA

DIA

TIO

N C

ENTE

R (f

eet)

9595

95

AN

TEN

NA

TIP

HEI

GH

T99

98.8

99

MEC

HA

NIC

AL

DO

WN

TILT

00

0

FEED

ER A

MO

UN

T0

20

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A A

BO

VE(T

IP to

TIP

)

VER

TIC

AL

SEPA

RA

TIO

N fr

om A

NTE

NN

A B

ELO

W(T

IP to

TIP

)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

LEF

T (C

ENTE

RLI

NE

to C

ENTE

RLI

NE)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om C

LOSE

STA

NTE

NN

A to

RIG

HT

(CEN

TER

LIN

E to

CEN

TER

LIN

E)

HO

RIZ

ON

TAL

SEPA

RA

TIO

N fr

om A

NO

THER

AN

TEN

NA

(whi

ch a

nten

na #

/ #

of in

ches

)36

Ant

enna

RET

Mot

or (Q

TY/M

OD

EL)

SUR

GE

AR

RES

TOR

(QTY

/MO

DEL

)

DIP

LEXE

R (Q

TY/M

OD

EL)

DU

PLEX

ER (Q

TY/M

OD

EL)

Ant

enna

RET

CO

NTR

OL

UN

IT (Q

TY/M

OD

EL)

DC

BLO

CK

(QTY

/MO

DEL

)

TMA

/LN

A (Q

TY/M

OD

EL)

CU

RR

ENT

INJE

CTO

RS

FOR

TM

A (Q

TY/M

OD

EL)

PDU

FO

R T

MA

S (Q

TY/M

OD

EL)

FILT

ER (Q

TY/M

OD

EL)

SQU

ID (Q

TY/M

OD

EL)

FIB

ER T

RU

NK

(QTY

/MO

DEL

)

DC

TR

UN

K (Q

TY/M

OD

EL)

REP

EATE

R (Q

TY/M

OD

EL)

RR

H -

700

band

(QTY

/MO

DEL

)1

AIR

SCAL

E TR

I RR

H 4

T4R

B12/

14/2

9 37

0W A

HLB

BA

RR

H -

850

band

(QTY

/MO

DEL

)1

AirS

cale

RR

H 4

T4R

B5

160W

AH

CA

RR

H -

1900

ban

d (Q

TY/M

OD

EL)

1B2

5 R

RH

4X30

-4R

RR

H -

AW

S ba

nd (Q

TY/M

OD

EL)

1B6

6A R

RH

4X45

-4R

RR

H -

WC

S ba

nd (Q

TY/M

OD

EL)

1R

RH

4x25

-WC

S-4R

Add

ition

al R

RH

#1

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al R

RH

#2

- any

ban

d (Q

TY/M

OD

EL)

Add

ition

al C

ompo

nent

1 (Q

TY/M

OD

EL)

12N

D F

IBER

850

12N

D F

IBER

700

Add

ition

al C

ompo

nent

2 (Q

TY/M

OD

EL)

12N

D F

IBER

AW

S1

2ND

FIB

ER 1

900

Add

ition

al C

ompo

nent

3 (Q

TY/M

OD

EL)

Loca

l Mar

ket N

ote

1EL

ECTR

ICAL

TIL

TS: L

2(05

) , L

2_1(

05) ,

5G

8(11

) , U

8(02

) , W

CS(

04) ,

L7(

11) ,

L9(

05) ,

L7_

D(1

1) ,

L7_P

S(11

)ER

P: L

2(36

98) ,

L2_

1(36

98) ,

5G

8(44

5) ,

U8(

602)

, W

CS(

3349

) , L

7(28

11) ,

L9(

5011

) , L

7_D

(889

) , L

7_PS

(281

1)

Loca

l Mar

ket N

ote

2AN

TEN

NA

POR

TS: L

2(13

a+13

b+13

e+13

f) , L

2_1(

13a+

13b+

13e+

13f)

, 5G

8(13

c+13

d+13

g+13

h) ,

U8(

14c+

14d)

, W

CS(

14a+

14b+

14e+

14f)

, L7(

16c+

16d+

16g+

16h)

, L9

(16a

+16b

+16e

+16f

) , L

7_D

(16c

+16d

+16g

+16h

) , L

7_PS

(16c

+16d

+16g

+16h

)

Loca

l Mar

ket N

ote

3SE

CTO

R N

AME:

L2(

OR

L000

21_2

C_1

) , L

2_1(

OR

L000

21_2

C_2

) , 5

G8(

OR

ON

0000

21_N

005C

_1) ,

U8(

OR

PRU

0021

Z) ,

WC

S(O

RL0

0021

_3C

_1) ,

L7(

OR

L000

21_7

C_1

) , L

9(O

RL0

0021

_9C

_1) ,

L7_

D(O

RL0

0021

_7C

_3_E

) , L

7_PS

(OR

L000

21_7

C_2

_F)

a

POR

T SP

ECIF

IC F

IELD

SPO

RT

NU

MB

ERU

SEID

(CSS

ng)

USE

ID (A

toll)

ATO

LL T

XID

ATO

LL C

ELL

IDTX

/RX

?TE

CH

NO

LOG

Y/FR

EQU

ENC

Y A

NTE

NN

AA

TOLL

AN

TEN

NA

GA

INEL

ECTR

ICA

LA

ZIM

UTH

ELEC

TRIC

AL

TILT

RR

HLO

CA

TIO

N(T

op/B

otto

m/

Inte

grat

ed/N

one

)

FEE

DER

STY

PE

FEE

DER

LEN

GTH

(feet

)

RXA

IT K

ITM

OD

ULE

?TR

IPLE

XER

or L

LC (Q

TY)

TRIP

LEXE

Ror

LLC

(MO

DEL

)

SCPA

/MC

PAM

OD

ULE

?

HA

TCH

PLA

TE

POW

ER(W

atts

)

ERP

(Wat

ts)

Ant

enna

RET

Nam

eC

AB

LEN

UM

BER

CA

BLE

ID(C

SSN

G)

AN

TEN

NA

PO

SITI

ON

1

POR

T 1

1096

1.C

.850

.5G

.tmp1

OR

ON

0000

21_N

005C

_1O

RO

N00

0021

_N00

5C_1

5G 8

50N

NH

H-6

5C-

R4_

850M

Hz_

11D

T15

11To

pFI

BER

044

5

POR

T 2

1096

1.C

.850

.5G

.tmp1

OR

ON

0000

21_N

005C

_1O

RO

N00

0021

_N00

5C_1

5G 8

50N

NH

H-6

5C-

R4_

850M

Hz_

11D

T15

11To

pFI

BER

044

5

POR

T 3

1096

1.C

.850

.5G

.tmp1

OR

ON

0000

21_N

005C

_1O

RO

N00

0021

_N00

5C_1

5G 8

50N

NH

H-6

5C-

R4_

850M

Hz_

11D

T15

11To

pFI

BER

044

5

POR

T 4

1096

1.C

.850

.5G

.tmp1

OR

ON

0000

21_N

005C

_1O

RO

N00

0021

_N00

5C_1

5G 8

50N

NH

H-6

5C-

R4_

850M

Hz_

11D

T15

11To

pFI

BER

044

5

POR

T 5

1096

1.C

.AW

S.4G

.3,1

0961

.C.

AWS.

4G.2

OR

L000

21_2

C_1

OR

L000

21_2

C_1

,O

RL0

0021

_2C

_2LT

E AW

SN

NH

H-6

5C-

R4_

2130

MH

z_05

DT

185

Top

FIBE

R0

7396

POR

T 6

1096

1.C

.AW

S.4G

.3,1

0961

.C.

AWS.

4G.2

OR

L000

21_2

C_1

OR

L000

21_2

C_1

,O

RL0

0021

_2C

_2LT

E AW

SN

NH

H-6

5C-

R4_

2130

MH

z_05

DT

185

Top

FIBE

R0

7396

POR

T 7

1096

1.C

.AW

S.4G

.3,1

0961

.C.

AWS.

4G.2

OR

L000

21_2

C_1

OR

L000

21_2

C_1

,O

RL0

0021

_2C

_2LT

E AW

SN

NH

H-6

5C-

R4_

2130

MH

z_05

DT

185

Top

FIBE

R0

7396

POR

T 8

1096

1.C

.AW

S.4G

.3,1

0961

.C.

AWS.

4G.2

OR

L000

21_2

C_1

OR

L000

21_2

C_1

,O

RL0

0021

_2C

_2LT

E AW

SN

NH

H-6

5C-

R4_

2130

MH

z_05

DT

185

Top

FIBE

R0

7396

a

AN

TEN

NA

PO

SITI

ON

2

POR

T 1

1096

1.C

.850

.3G

.1O

RPR

U00

21Z

OR

PRU

0021

ZU

MTS

850

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_85

1MH

z_02

DT

152

Non

eC

omm

1-5

/8_8

5012

060

2

POR

T 2

1096

1.C

.850

.3G

.1O

RPR

U00

21Z

OR

PRU

0021

ZU

MTS

850

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_85

1MH

z_02

DT

152

Non

eC

omm

1-5

/8_8

5012

060

2

POR

T 3

1096

1.C

.WC

S.4G

.1O

RL0

0021

_3C

_1O

RL0

0021

_3C

_1LT

E W

CS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_23

55M

Hz_

04D

T17

4To

pFI

BER

033

49

POR

T 4

1096

1.C

.WC

S.4G

.1O

RL0

0021

_3C

_1O

RL0

0021

_3C

_1LT

E W

CS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_23

55M

Hz_

04D

T17

4To

pFI

BER

033

49

POR

T 5

1096

1.C

.WC

S.4G

.1O

RL0

0021

_3C

_1O

RL0

0021

_3C

_1LT

E W

CS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_23

55M

Hz_

04D

T17

4To

pFI

BER

033

49

POR

T 6

1096

1.C

.WC

S.4G

.1O

RL0

0021

_3C

_1O

RL0

0021

_3C

_1LT

E W

CS

ET-X

-UW

-70-

16-7

0-18

-IR-A

T-R

A_23

55M

Hz_

04D

T17

4To

pFI

BER

033

49

a

AN

TEN

NA

PO

SITI

ON

4

POR

T 1

1096

1.C

.700

.4G

.1,1

0961

.C.7

00.

4G.tm

p2,1

0961

.C.7

00.4

G.t

mp3

OR

L000

21_7

C_1

,O

RL0

0021

_7C

_2_F

OR

L000

21_7

C_1

,O

RL0

0021

_7C

_3_E

,O

RL0

0021

_7C

_2_F

LTE

700

NN

HH

-65C

-R

4_72

5MH

z_11

DT

1411

Top

FIBE

R0

6511

POR

T 2

1096

1.C

.700

.4G

.1,1

0961

.C.7

00.

4G.tm

p2,1

0961

.C.7

00.4

G.t

mp3

OR

L000

21_7

C_1

,O

RL0

0021

_7C

_2_F

OR

L000

21_7

C_1

,O

RL0

0021

_7C

_3_E

,O

RL0

0021

_7C

_2_F

LTE

700

NN

HH

-65C

-R

4_72

5MH

z_11

DT

1411

Top

FIBE

R0

6511

POR

T 3

1096

1.C

.700

.4G

.1,1

0961

.C.7

00.

4G.tm

p2,1

0961

.C.7

00.4

G.t

mp3

OR

L000

21_7

C_1

,O

RL0

0021

_7C

_2_F

OR

L000

21_7

C_1

,O

RL0

0021

_7C

_3_E

,O

RL0

0021

_7C

_2_F

LTE

700

NN

HH

-65C

-R

4_72

5MH

z_11

DT

1411

Top

FIBE

R0

6511

POR

T 4

1096

1.C

.700

.4G

.1,1

0961

.C.7

00.

4G.tm

p2,1

0961

.C.7

00.4

G.t

mp3

OR

L000

21_7

C_1

,O

RL0

0021

_7C

_2_F

OR

L000

21_7

C_1

,O

RL0

0021

_7C

_3_E

,O

RL0

0021

_7C

_2_F

LTE

700

NN

HH

-65C

-R

4_72

5MH

z_11

DT

1411

Top

FIBE

R0

6511

POR

T 5

1096

1.C

.190

0.4G

.1O

RL0

0021

_9C

_1O

RL0

0021

_9C

_1LT

E 19

00N

NH

H-6

5C-

R4_

1930

MH

z_05

DT

185

Top

FIBE

R0

5011

POR

T 6

1096

1.C

.190

0.4G

.1O

RL0

0021

_9C

_1O

RL0

0021

_9C

_1LT

E 19

00N

NH

H-6

5C-

R4_

1930

MH

z_05

DT

185

Top

FIBE

R0

5011

POR

T 7

1096

1.C

.190

0.4G

.1O

RL0

0021

_9C

_1O

RL0

0021

_9C

_1LT

E 19

00N

NH

H-6

5C-

R4_

1930

MH

z_05

DT

185

Top

FIBE

R0

5011

POR

T 8

1096

1.C

.190

0.4G

.1O

RL0

0021

_9C

_1O

RL0

0021

_9C

_1LT

E 19

00N

NH

H-6

5C-

R4_

1930

MH

z_05

DT

185

Top

FIBE

R0

5011

Diagram - Sector A Diagram File Name - 3ant_8-6--8_1Rad_RRH Top_5GNRAWS_U8WCS_Empty_L7PSL9.vsd

Atoll Site Name - PR46 Location Name - PSU Market - OREGON Market Cluster -SEATTLE/OREGON/NO. ID

Comments:

Fiber Trunk

DC Cable

Antenna POS1 5GNR/AWS

Antenna POS4L7PS/L9

Power Plant

GSMDC/FiberDemarcation Box

850

TX/R

X1

UMTS850

Cabinet

850

RX2

Antenna POS2 U8/WCS

700 Band RRH

TX1RX1

CPRI/DC

TX2RX2

TX3RX3

TX4RX4

RET by

RRH

TX1RX1

CPRI/DC

WCS Band RRH

TX2RX2

TX3RX3

TX4RX4

850 Band RRH

TX1RX1

CPRI/DC

TX2RX2

TX3RX3

TX4RX4

LOW LOW HIGH HIGH

RET

LOW LOW HIGH HIGH

RET

TX1RX1

CPRI/DC

High Band RRH

TX2RX2

TX3RX3

TX4RX4

RET by

RRH

RET by

RRH

eBBU

TX1RX1

CPRI/DC

High Band RRH

TX2RX2

TX3RX3

TX4RX4

RET

LOW HIGH HIGH

Diagram - Sector B Diagram File Name - 2ant_12-12_1Rad_RRH Top_U85GNRDiplexAWSWCS_L7PSL9.vsd


Comments:

Fiber Trunk

DC Cable

Antenna POS4 L7/PS/L9

Power Plant


850

TX/R

X1

UMTSCabinet

850

RX2

Antenna POS1 U8/5GNR/AWS/WCS

TX1RX1

CPRI/DC

High Band RRH

TX2RX2

TX3RX4

TX4RX4

RET by

RRH

eBBU

TX1RX1

CPRI/DC

High Band RRH

TX2RX2

TX3RX3

TX4RX4

RET by

RRH

700 Band RRH

TX1RX1

CPRI/DC

TX2RX2

TX3RX3

TX4RX4

KaelusDBC0135F3V92-1

850 Band RRH

TX1RX1

CPRI/DC

TX2RX2

TX3RX3

TX4RX4

RET

LOW LOW HIGH HIGH HIGH HIGH

RET

LOW LOW HIGH HIGH HIGH HIGH

Diplexer850850

Diplexer850850

Diplexer850850

Diplexer850850

RET by

RRH

TX1RX1

CPRI/DC

High Band RRH

TX2RX2

TX3RX3

TX4RX4

Diagram - Sector C Diagram File Name - 3ant_8-6--8_1Rad_RRH Top_5GNRAWS_U8WCS_Empty_L7PSL9.vsd


Comments:

Fiber Trunk

DC Cable

Antenna POS1 5GNR/AWS

Antenna POS4L7PS/L9

Power Plant


850

TX/R

X1

UMTS850

Cabinet

850

RX2

Antenna POS2 U8/WCS

700 Band RRH

TX1RX1

CPRI/DC

TX2RX2

TX3RX3

TX4RX4

RET by

RRH

TX1RX1

CPRI/DC

WCS Band RRH

TX2RX2

TX3RX3

TX4RX4

850 Band RRH

TX1RX1

CPRI/DC

TX2RX2

TX3RX3

TX4RX4

LOW LOW HIGH HIGH

RET

LOW LOW HIGH HIGH

RET

TX1RX1

CPRI/DC

High Band RRH

TX2RX2

TX3RX3

TX4RX4

RET by

RRH

RET by

RRH

eBBU

TX1RX1

CPRI/DC

High Band RRH

TX2RX2

TX3RX3

TX4RX4

RET

LOW HIGH HIGH

NOTES

Date Time (Eastern) VersionATTUI

DNote

5/5/2020 3:04:46 AM 1.00 ec398xRescope 4/29. PIM mod on Beta not approved. Downscoped to mitigate skew on Beta, will reduce to two panel array withdiagonal mount inside FRP. Use 2 x 12PORTs. For Alpha and Gamma: remove all antennas except pos.2 WCS hexport, U8 willre-plumb to this pos.2 antenna. Install two 8PORTs at pos.1 and pos.4

WORKFLOW SUMMARY

DateFROM

State / Status

FROMATTUI

D

TOState / Status

TOATTUI

D

Operation

CommentsPACEStatus

11/25/2019 Preliminary In Progress ec398xPreliminary Submittedfor Approval

TD2667

Promote

WR_-RWOR-19-08621MRWOR046228 SUCCESS11/25/2019 2:57:20 PMWR_-RWOR-19-08623MRWOR046240 SUCCESS11/25/2019 2:57:20 PMWR_-RWOR-19-08620MRWOR046435 SUCCESS11/25/2019 2:57:20 PMWR_-RWOR-19-08622MRWOR046226 SUCCESS11/25/2019 2:57:20 PM

01/06/2020Preliminary Submittedfor Approval

TD2667

Preliminary ApprovedJE710W

Promote

04/29/2020 Preliminary ApprovedJE710W

Final RF ApprovalEC398X

Promote promoting for final

05/05/2020 Final RF ApprovalEC398X

Final ApprovedJE710W

Promote

WR_-RWOR-19-08621MRWOR046228 SUCCESS05/05/2020 1:00:04 PMWR_-RWOR-19-08623MRWOR046240 SUCCESS05/05/2020 1:00:04 PMWR_-RWOR-19-08620MRWOR046435 SUCCESS05/05/2020 1:00:04 PMWR_-RWOR-19-08622MRWOR046226 SUCCESS05/05/2020 1:00:04 PM

Documents

Mount Modification Report