Latticed Tower Design Investigation

STRUCTURAL INVESTIGATION REPORT

Site No.: Site Name:





Site Address: Project Name:





REVISION 1 Prepared By:      



Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

TAB BLE OF CON NTENTS

1 

2 

3 

CRITERIA / DESIGN SP PECIFICATIONS ................................................................................... 3  1.1 

Imporrtance Facto or ........................................................................................................... 3 

1.2 

Expossure Category /Wind Sp peed‐up ............................................................................. 3 

1.3 

Wind Speed / Win nd Pressuree .......................................................................................... 3 

1.4 

n Consideraations ..................................................................................................... 4  Design

1.5 

Materrial Strength h ............................................................................................................. 4 

1.6 

Codess And Referrences..................................................................................................... 4 

INVESTIGA ATION REPO ORT ........................................................................................................ 5  2.1 

Introd duction ...................................................................................................................... 5 

2.2 

Scope of Work ................................................................................................................... 5 

2.3 

ons .......................................................................................................... 5  Towerr Descriptio

2.4 

Resultts And Find dings ...................................................................................................... 5 

2.5 

Conclu usions and R Recommend dations ............................................................................... 6 

2.6 

Survey y Photo ..................................................................................................................... 7 

DESIGN CO OMPUTATIO ONS ....................................................................................................... 11  3.1 

Calcullations of W Wind Forces ..................... . ..................................................................... 11 

3.2 

EXIST TING TOWER R ........................................................................................................... 19 

3.2.1 

STAAD Inputt ............................................................................................................ 19 

3.2.2 

STAAD Resullt Analysis: Existing .......................................................................... 26 

3.3 

TING W/ ADDITIONAL 4 4.5M HEIGHT + PROPOSSED LOAD............................... 33  EXIST

3.3.1 

STAAD Inputt ............................................................................................................ 33 

3.3.2 

posed ....................................... 42  STAAD Resullt Analysys:: 4.5M Heigght Plus Prop

3.4 

HOR BOLTS A AND BASE P PLATE ............................................................................. 55  ANCH

4 

DRAWINGS .............................................................................................................................. 56 

5 

RAL CERTIFICATION .............................................................................................. 57  STRUCTUR

 

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Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

1

RIA / DESIGN SPECIFICA ATIONS CRITER For the structural iinvestigation, analysis aand design of the self‐ssupporting 4 4‐legged antennaa tower, thee provisions of the National Structtural Code of the Philiippines, 6th Edittion were used in comp puting the w wind forces tthat act on tthe tower, aantennas and app purtenancess. The Dessign and anaalysis of the tower weree performed d using STAA AD Pro 2008 8 edition softwarre from Reseearch Engineeers and cusstomized eleectronic sprreadsheet so oftware.

  1.1

IMPORT TANCE FAC CTOR The Im mportance Factor willl be in acccordance with the N NSCP wherrein for communication faccilities which fall underr the Essenttial Facilitiees in the Occcupancy Categorry, the valuee of the samee is taken ass, Iw = 1.15.

1.2

URE CATEG GORY /WIND D SPEED‐UP P EXPOSU   Site ___________________ is situateed in a lot with escarrpment. Th he Site elev vation is approxiimately 150 0‐meter above from loccal ground level. l For sites on open n terrain with scattered obsstructions, Exposure E Caategory C iss considered d. The Topo ographic Factor, for above m mentioned esscarpment, shall be tak ken as Kzt = 1 1.20 and co omputed as : Kzt = (1 + K1 x K2 x K3)2 n in Figure 2 207‐2 of the NSCP, Refer to 3.1 for v values. Where K1 , K2 and K3 are given

1.3

SPEED / WIN ND PRESSU URE WIND S Site _________________________ is loccated in Bontoc, Mounttain Province. Accord dingly in Table 207‐1 2 of th he NSCP, sitte is within n Zone II of o the Wind d Zone Map p of the Philippiines where tthe basic wiind speed, V V is 200 kph. The vellocity pressure, qz evaaluated at any given heeight shall b be calculateed using NSCP eq quation 207 7‐1: Qz = 47.3 x x 10‐6 Kz Kd Kzt V2 Iw Where: Kz = velocitty exposuree coefficient evaluated aat height z (N NSCP Table 207‐2) Kzt = topogrraphic facto or Kd = Wind d directionalitty factor V = basic w wind speed, k kph Iw = Importtance Factorr  



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Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

1.4

N CONSIDER RATIONS DESIGN In the analysis/des a sign of the tower t which h in additio on to the exiisting anten nnas, the design ttake into con nsideration for the prop posed expan nsion, the following: 1.4.1 An ntenna Load ds Based on SM MART criterria, the toweer shall be an nalyze with the followin ng antenna loaads:       

3 Units GSM 900 3 Units GSM 1800 3 Units 3G 2100 3 Units 3G 850 3 Units WiMax 3 Units LTE 6 Units Canopy (Bro)

For Self Sup pport Towerr, 2 units of 3m diameteer microwavve antennas at highest feassible location shall be co onsider in caase for retro ofitting design. 1.5

RIAL STREN NGTH MATER Materiaal strength used for structural steel assu umed to h have comp ply with internattionally reccognized sttandards and have the followin ng minimum yield strength h. onform to A ASTM A53 Grrade with  All ssteel pipe asssumed to co Min nimum Yield d Stress of 24 40 MPa.  Stru uctural Steell Plate assum med to havee minimum yyield s stren ngth of 240 0 MPa.  Stru uctural Conn nection Boltts assumed tto conform tto ASTM A3 325  Ancchor Bolts asssumed to co onform to A ASTM A572 w with minimu um yield strength o of 414 MPa. Concrette compresssive strength h of reinforcced concretee foundation n assumed tto have a compreessive stren ngth of 21 MPa. Reinforcing steel bars allso assumed to be intermeediate gradee with minim mum compreessive stren ngth of 275 M MPa.

1.6

CODES AND REFE ERENCES   

National Strructural Cod de of the Phiilippines, Vo ol.1 6th Edition, 2001 th h AISC Steel Construction Manual, 13  Edition  Vol. 1, 3nd ed dition  AISC LRFD “LLoad and Resistance Facttor Design” V  



4 

Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

2

TIGATION R REPORT INVEST  

2.1

DUCTION INTROD This rep port summaarizes the sttructural en ngineering in nvestigation n of the exissting 48‐ meter fo our legged sself supportting tower m mounted on a reinforceed concrete pedestal on ground level. The toweer is a lattticed steell structure on which several telecom mmunication ns antennas are installed. In view o of ___________________________________. Expansiion Project, the aforesaid tower shaall be utilizeed to carry aadditional antennas. For thiss reason, a a structural investigation is beingg conducted d to determ mine the structurral integrity y of the toweer to supporrt the additio onal loads.

2.2

SCOPE O OF WORK   Below list of activitty conducted : 2.2.1 Conduct fielld investigaation and ocular o inspection of tthe existingg tower. d riggers conducted tow wer inspecttion and as‐‐builting insspection enggineers and wo orks. Cond ducted dimeensioning to ower memb bers, memb ber connecttion and anttenna load. 2.2.2 Prrepare strucctural design n of tower b based on existing loads. 2.2.3 Prrepare strucctural design n based on eexisting load d and propo osed antennaa loads. 2.2.4 Prrepare retro ofitting desiggn if tower iis found inad dequate. 2.2.5 Prrepare toweer as‐built drrawing. 2.2.6 Prrepare toweer retrofittin ng drawing iif required.

2.3

2.4

R DESCRIPT TIONS TOWER   ht of 48 meters and The existing three‐‐legged self supporting tower has aa total heigh dividual rein nforced conccrete pedestals. It has a tapering w width of mounteed on an ind 7.0 metters at the base to 2.50 meters at 42‐meter heiight from th he base. Theence, the tower is vertical for fo the uppeer topmost 6.0 meterss. The stru ucture configguration consistss of x‐bracin ng system fo or the entire tower. Thee structure iss made of sttructural steel space frame composed off pipe section for all the tower legs and diagonaal braces and steeel angle for tthe horizonttal braces. The tow wer structure is loaded w with BTS paanels and miicrowave an ntennas. The largest installed d microwav ve antenna is 2.0‐metter. Cablee ladder and d man ladd der were installed d all through h‐out of the tower heigh ht. RESULT TS AND FIN NDINGS 2.4.1 Existing Tow wer Plus Exxisting Anten nna Loads  



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Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

The existingg tower is A ADEQUATE to support iits present lloading as in ndicated in the STAA AD analysis results. Th he maximum m stress ratiio of 0.685 iis within allowable raatio of 1.0 w which is the stress criterion for stru uctural adeq quacy. 2.4.2 Existing Tow wer with Prroposed Add ditional 4.5M M Height and d Antenna L Loads The existin ng tower is ADEQUAT TE to suppo ort an addittional heigh ht of 4.5 meters to m mount the p proposed 2 u units of 3.2M M diameter MW at elev vation 39 and 51‐metters respecttively. The maximum stress ratio o of 0.963 is within allowable raatio of 1.0 w which is the stress criterion for stru uctural adeq quacy . 2.5

CONCLU USIONS AND D RECOMMENDATIONS  

CONCLU USION: Based from th he results of the callculations, tthe existingg tower SATISFIIES the AISSC LRFD ST TRESS CRIT TERIA in bo oth the two o loading patterns, p described in paragrraph 2.4 abo ove. RECOMMENDATION: Although h the towerr members do d not requ uire retrofittting, the undersiigned recom mmends, prio or to the insstallation of the addition nal antennaas, works described below sh hall be underrtaken:  Inspect all cconnections, bolts and n nuts that aree missing sh hould be rep placed.  All connecttion bolts sh hall be retigghtened to snug‐fit, replace bolts/n nuts that cannot be tiightened du ue to corrosion, damaged threads & & the likes; Octo ober 10, 2011 1

 

6 

Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

2.6

SURVEY Y PHOTO

                    Tower IIsometric Viiew To ower Elevatiion at Anten nnas                              Base Platte and Ancho or Bolt Base P Plate & Anch hor Bolt      

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Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

        Measuring of Ancho or Bolt Measurring of Conn nection Bolt              M Measuring o of Tower Legg Section Measuring of Stifffener Plate                       nal MW Antennas Tower Legg and Diagon  

8 

Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

        1.2M MW W Antenna Tower D Diagonal              Toweer leg Connection Member Co onnection                       member connection MW Anteenna Diagonal m    

9 

Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

        MW Anttenna BTS Anttenna              Top o of tower Antenn na Cable                       Showing 4 llegged toweer Site Photto

 

10 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

3

DESIG GN COMPUTATIO ONS

3.1

CALCU ULATIONS OF W WIND FORCES : E EXISTING

Panel No.] Range, M 1] 0~6.0 2] 6.0~12.0 3] 12.0~18.0 4] 18.0~24.0 5] 24.0~30.0 6] 30.0~36.0 7] 36.0~42.0 8] 42.0~48.0

Leg Spread Base Top 7.00 6.36 6.36 5.71 5.71 5.07 5.07 4.43 4.43 3.79 3.79 3.14 3.14 2.50 2.50 2.50

Height

Gross Area

6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00

40.07 36.22 32.36 28.50 24.64 20.78 16.93 15.00

Tower Leg Width Σ Lengtth 0.324 12.00 0 0.273 12.00 0 0.273 12.00 0 0.273 12.00 0 0.219 12.00 0 0.168 12.00 0 0.141 12.00 0 0.114 12.00 0

II] Design Wind Data 1. Wind Speed (k kph)

Main horizon ntal Width Σ Len ngth 0.063 6.6 68 0.063 6.0 04 0.063 5.3 39 0.063 4.7 75 0.050 4.1 11 0.050 3.4 46 0.050 5.6 64 0.050 7.5 50

Main diagonal Width Σ L Length 0.102 17.96 0.102 17.02 0.102 16.13 0.102 15.31 0.089 14 4.54 0.089 13.86 0.073 16.48 0.073 15.63

200

2. Importance Faactor , Iw 3. Exposure Cateegory 4. Tower height on 0.5‐m pedestal, h h (m) 5. Force coefficieent for Trussed Towers, Cf

Sec. horizontal Width Σ Length Σ

Sec. d diagonal Width Σ Length

d Solid Areaa 6.14 4 5.39 9 5.26 6 5.14 4 4.13 3 3.42 2 3.18 8 2.88 8

W Wind +Z

1.15 C 48.50

Wind +X X+Z

Wind ‐X+Z

Cf = 4.0 ε2 ‐5.9 ε + 4.0 (Square cross section ) Reduction Factor for tower with h rounded members Rf = 0.51ε2 + 0.57 > 1.00 6. Site is away from hills or escarpment by at least 1 km 1.2 Site Topograph hy Factor, Kzt K3 =0.73 K1 =0.26 K2 2 =0.50 0.85 7. Gust Effect Facctor, Gf 0.85 8. Wind Directionality Factor, Kd

Wind +X

Wind ‐X

Kz Kzt Kd V2 Iw (kPa)) 9. Velocity Presssure, qz = 47.3x10‐6 K Kz = 2.0 01(z/zg)2/a

zg = 275

Wind +X X‐Z

a = 9.5

Wind ‐X‐Z W Wind ‐Z



 



11 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

III] Calculation of Velocity Pressuree, Solidity and Force Coefficient Panel No.] z Kz qz Solid area Gross areea Range, M 3.50 1] 0~6.0 85 2.219 6.14 40.07 0.8 9.50 2] 6.0~12.0 99 2.584 5.39 36.22 0.9 15.50 3] 12.0~18.0 1.1 10 2.864 5.26 32.36 21.50 4] 18.0~24.0 18 3.069 5.14 28.50 1.1 57.00 5] 24.0~30.0 44 3.768 4.13 24.64 1.4 33.50 6] 30.0~36.0 1.2 29 3.369 3.42 20.78 41.00 7] 36.0~42.0 35 3.515 3.18 16.93 1.3 45.00 8] 42.0~48.0 38 3.515 2.88 15.00 1.3

e

Cf

Rf

1+ 0.75e

0.153 0.149 0.163 0.180 0.168 0.165 0.188 0.192

3.1 190 3.2 210 3.1 146 3.0 067 3.1 124 3.1 137 3.0 033 3.0 013

0.582 0.581 0.583 0.587 0.584 0.584 0.588 0.589

1.115 1.112 1.122 1.135 1.126 1.123 1.141 1.144

IV] Tower Mem mber Wind Force @ W Wind Normal Design wind d pressure, p = qz Gf (kPa) Force in tow wer member, F = p Cff Rf Af (kN/m) Panel No.] qz Gf p Range, M 1] 0~6.0 2] 6.0~12.0 3] 12.0~18.0 4] 18.0~24.0 5] 24.0~30.0 6] 30.0~36.0 7] 36.0~42.0 8] 42.0~48.0

2.219 2.584 2.864 3.069 3.768 3.369 3.515 3.515

850 0.8 850 0.8 850 0.8 850 0.8 850 0.8 850 0.8 850 0.8 850 0.8

1.886 2.196 2.435 2.608 3.203 2.864 2.988 2.988

Tower Leg Af 0.324 0 0.273 0 0.273 0 0.273 0 0.219 0 0.168 0 0.141 0 0.114 0

F 0.964 0.951 1.037 1.089 1.088 0.749 0.639 0.514

Af = width of tow wer member in meteer Main Horizon ntal Main Diaagonal Af 0.063 0.063 0.063 0.063 0.050 0.050 0.050 0.050

F 0.1 188 0.2 219 0.2 239 0.2 251 0.2 248 0.2 223 0.2 227 0.2 225

Af 0.102 0.102 0.102 0.102 0.089 0.089 0.073 0.073

F 0.304 0.355 0.388 0.407 0.442 0.397 0.331 0.329

Sec. Horizontal

Sec. Diagonal

Af

Af

F

F

 



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Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

V] Tower Member Wind Force @ Wiind along Tower Diagonal Design wind p pressure, p = qz Gf (kPa) Force in toweer member, F = p Cf Rf Af (kN/m) Panel No.] Ran nge, M 1] 0~6.0 2] 6.0~12.0 3] 12.0~18.0 4] 18.0~24.0 5] 24.0~30.0 6] 30.0~36.0 7] 36.0~42.0 8] 42.0~48.0

qz 2.219 2.584 2.864 3.069 3.768 3.369 3.515 3.515

Gf

p

0.850 0.850 0.850 0.850 0.850 0.850 0.850 0.850

1.886 2.196 2.435 2.608 3.203 2.864 2.988 2.988

Af = width of tower meember in meter Main Horizontal onal Main Diago

ower Leg To Af 0.324 4 0.273 3 0.273 3 0.273 3 0.219 9 0.168 8 0.141 1 0.114 4

F 1.075 1.057 1.164 1.236 1.225 0.841 0.729 0.588

Af 0.063 0.063 0.063 0.063 0.050 0.050 0.050 0.050

z

Kz

Sec. Horizontal Sec. Diagon nal

F 0.148 0.173 0.190 0.202 0.198 0.177 0.183 0.182

Af 0.102 0.102 0.102 0.102 0.089 0.089 0.073 0.073

F 0.239 0.279 0.307 0.327 0.352 0.315 0.267 0.266

Af

qz

Cf

G

Wind

F

Af

F

VI. Cable Ladderr and Man Ladder = = =

Cable Ladder Weeight, kN/m Access Ladder W Weight (kN/m) Co‐Axial Cable W Weight, kN/m Weight per lineaar meter, (kN/m) Elev vation

Dead Load

0.118 8 0.123 3 0.194 4 0.435 5 Area Projectted



Bottom

Top

Total (Fy)

Fy / 4 F



0.000 6.000 12.000 18.000 24.000 30.000 36.000 42.000

6.000 12.000 18.000 24.000 30.000 36.000 42.000 48.000

0.378 0.378 0.378 0.378 0.378 0.378 0.378 0.378

0.095 0.095 0.095 0.095 0.095 0.095 0.095 0.095

1.950 0 1.950 0 1.950 0 1.950 0 1.950 0 1.950 0 1.950 0 1.950 0



3.500 9.500 15.500 21.500 27.500 33.500 39.500 45.500



0.850 0.990 1.097 1.175 1.238 1.290 1.336 1.376

2.219 2.584 2.864 3.069 3.232 3.369 3.488 3.593

1.200 1.200 1.200 1.200 1.200 1.200 1.200 1.200



FX 0.850 0.850 0.850 0.850 0.850 0.850 0.850 0.850

0.938 1.092 1.211 1.297 1.366 1.424 1.474 1.519

 



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Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

VII. Antenna Loaad Computation Antenna Type Loccation Existing GSM 900 Canopy (Bro) GSM 1800 MW MW MW MW MW Proposed Load MW MW

H‐F Frame H‐F Frame Leg A, B, C Leg A A Leg B B Leg B B Leg B B Leg B B Leg A A Leg B B

Nos.

Elevation

Weight

Dimeension

Ap

Kz

q qz

Cf

G

3 unit 6 unit 3 unit 1 unit 1 unit 1 unit 1 unit 1 unit 1 unit 1 unit

(m) 47.5 48.0 41.0 45.5 21.0 15.0 15.0 13.0 39.0 51.0

(kN) 0.412 0.303 0.368 3.434 1.373 0.932 0.932 0.932 4.611 4.611

(m m)

(m2) 0.507 0.051 0.202 3.142 1.131 0.283 0.283 0.283 8.042 8.042

1.389 1.392 1.346 1.376 1.170 1.090 1.090 1.057 1.332 1.410

3.0 082 3.0 089 2.9 988 3.0 054 2.5 596 2.4 418 2.4 418 2.3 346 2.9 957 129 3.1

1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.2

0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85

1.936 x 0.262 0.299 x 0.086 1.302 x 0.156 2 1 1.2 0 0.6 0 0.6 0 0.6 3 3.2 3 3.2

Fx kN 1.59 95 0.16 62 0.61 15 9.78 88 2.99 94 0.69 97 0.69 97 0.67 77 24.25 56 25.66 66

                       



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Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

3.2

CALCU ULATIONS OF W WIND FORCES : W WITH ADDITION NAL 4.5M ANTEN NNA HEIGHTS AN ND ANTENNA LO OADS

I] Gross and Solid Area of one tower face (unit ‐ meter) Panel No.] Rangge, Leg Spread Gross Height Area M Base Top 1] 0~6.0 2] 6.0~12.0 3] 12.0~18.0 4] 18.0~24.0 5] 24.0~30.0 6] 30.0~36.0 7] 36.0~42.0 8] 42.0~48.0 9] 48.0~52.5

7.00 6.36 5.71 5.07 4.43 3.79 3.14 2.50 2.50

6.36 5.71 5.07 4.43 3.79 3.14 2.50 2.50 2.50

6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 4.50

40.07 36.22 32.36 28.50 24.64 20.78 16.93 15.00 11.25

Tower Leg Width Σ Length 0.324 12.00 0 0.273 12.00 0 0.273 12.00 0 0.273 12.00 0 0.219 12.00 0 0.168 12.00 0 0.141 12.00 0 0.114 12.00 0 0.114 9.00

Main horizon ntal Width Σ Len ngth 0.063 6.6 68 0.063 6.0 04 0.063 5.3 39 0.063 4.7 75 0.050 4.1 11 0.050 3.4 46 0.050 5.6 64 0.050 7.5 50 0.050 7.5 50

Main diagonal Width Σ L Length 0.102 1 17.96 0.102 1 17.02 0.102 1 16.13 0.102 1 15.31 0.089 1 14.54 0.089 1 13.86 0.073 1 16.48 0.073 1 15.63 0.050 1 13.44

Sec. horiizontal Width Σ Length

Sec. d diagonal Width Σ Length

d Solid Areaa 6.14 4 5.39 9 5.26 6 5.14 4 4.13 3 3.42 2 3.18 8 2.88 8 2.07 7

  II] Design Wind Data 1. Wind Speed (k kph)

200

2. Importance Faactor , Iw 3. Exposure Cateegory 4. Tower heigth on 0.5‐m pedestal, h h (m) 5. Force coefficieent for Trussed Towers, Cf

1.15 C 52.50

W Wind +Z Wind +X X+Z

Cf = 4.0 ε2 ‐5.9 ε + 4.0 (Square cross section ) Reduction Factor for tower with h rounded membersrr Rf = 0.51ε2 + 0.57 > > 1.00 6. Site is away from hills or escarpment by at least 1 km Site Topogrphy Factor, Kzt 1.2 K1 =0.26 K2 =0.50 = K3 =0.73 7. Gust Effect Facctor, Gf 0.85 0.85 8. Wind Directionality Factor, Kd

Wind ‐X+Z

Wind ‐X

Wind +X

Kz Kzt Kd V2 Iw (kPa)) 9. Velocity Presssure, qz = 47.3x10‐6 K Kz = 2.0 01(z/zg)2/a

zgg = 275

a = 9.5

X‐Z Wind +X

Wind ‐X‐Z W Wind ‐Z

 



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Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

  III] Calculation of Velocity Pressuree, Solidity and Force Coefficient Panel No.] z Kz qz Solid area Gross areea Range, M 3.50 0.8 1] 0~6.0 85 1.886 6.14 40.07 9.50 0.9 2] 6.0~12.0 99 2.196 5.39 36.22 15.50 3] 12.0~18.0 10 2.435 5.26 32.36 1.1 21.50 1.1 4] 18.0~24.0 18 2.608 5.14 28.50 57.00 1.4 5] 24.0~30.0 44 3.203 4.13 24.64 33.50 6] 30.0~36.0 29 2.864 3.42 20.78 1.2 41.00 1.3 7] 36.0~42.0 35 2.988 3.18 16.93 45.50 1.3 8] 42.0~48.0 38 3.054 2.88 15.00 50.75 9] 48.0~52.5 41 3.125 2.07 11.25 1.4 IV] Tower Mem mber Wind Force @ W Wind Normal Design wind d pressure, p = qz Gf (kPa) Force in tow wer member, F = p Cff Rf Af (kN/m) Panel No.] qz Gf p Range, M 1] 0~6.0 2] 6.0~12.0 3] 12.0~18.0 4] 18.0~24.0 5] 24.0~30.0 6] 30.0~36.0 7] 36.0~42.0 8] 42.0~48.0 9] 48.0~52.5

1.886 2.196 2.435 2.608 3.203 2.864 2.988 3.054 3.125

850 0.8 0.8 850 0.8 850 850 0.8 0.8 850 0.8 850 850 0.8 0.8 850 0.8 850

1.603 1.867 2.070 2.217 2.722 2.434 2.540 2.596 2.657

Tower Leg Af 0.324 0 0.273 0 0.273 0 0.273 0 0.219 0 0.168 0 0.141 0 0.114 0 0.114 0

F 0.964 0.951 1.037 1.089 1.088 0.749 0.639 0.525 0.542

e

Cf

Rf

1+ 0.75e

0.153 0.149 0.163 0.180 0.168 0.165 0.188 0.192 0.184

3.190 3.210 3.146 3.067 3.124 3.137 3.033 3.013 3.049

0.582 0.581 0.583 0.587 0.584 0.584 0.588 0.589 0.587

1.115 1.112 1.122 1.135 1.126 1.123 1.141 1.144 1.138

Af = width of to ower member in metter Main Horizon ntal Main Diaagonal Af 0.063 0.063 0.063 0.063 0.050 0.050 0.050 0.050 0.050

F 0.188 0.219 0.239 0.251 0.248 0.223 0.227 0.230 0.238

Af 0.102 0.102 0.102 0.102 0.089 0.089 0.073 0.073 0.050

F 0.304 0.355 0.388 0.407 0.442 0.397 0.331 0.336 0.238

Sec.. Horizontal

Sec. Diagonal

Af

Af

F

F



 



16 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

V] Tower Member Wind Force @ W Wind along Tower Diiagonal Design wind d pressure, p = qz Gf (kPa) Force in tow wer member, F = p Cff Rf Af (kN/m) Panel No.] Range, M 1] 0~6.0 2] 6.0~12.0 3] 12.0~18.0 4] 18.0~24.0 5] 24.0~30.0 6] 30.0~36.0 7] 36.0~42.0 8] 42.0~48.0 9] 48.0~52.5

qz 1.886 2.196 2.435 2.608 3.203 2.864 2.988 3.054 3.125

Gf

p

0.8 850 0.8 850 850 0.8 0.8 850 0.8 850 850 0.8 0.8 850 0.8 850 0.8 850

1.603 1.867 2.070 2.217 2.722 2.434 2.540 2.596 2.657

Tower Leg Af 0.324 0 0.273 0 0.273 0 0.273 0 0.219 0 0.168 0 0.141 0 0.114 0 0.114 0

F 1.075 1.057 1.164 1.236 1.225 0.841 0.729 0.601 0.617

Af = width of to ower member in metter Main Horizon ntal Main Diaagonal Af 0.063 0.063 0.063 0.063 0.050 0.050 0.050 0.050 0.050

F 0.148 0.173 0.190 0.202 0.198 0.177 0.183 0.186 0.191

Af 0.102 0.102 0.102 0.102 0.089 0.089 0.073 0.073 0.050

F 0.239 0.279 0.307 0.327 0.352 0.315 0.267 0.272 0.191

Sec.. Horizontal

Sec. Diagonal

Af

Af

F

F

   

 



17 

Sttructural In nvestigation n DesignReport Existing 48M 4Legged d SST

 

     

 

     

 

18 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

3.3 3.3.1

EXIST TING TOWER AD INPUT STAA



STAAD SP PACE BONTOC RELAY__EXISSTING START JOB INFORMATION RED BY: ENGR. WILFREDO Q QUEBRAL JR. * PREPAR * REVIEW WED BY: ENGR. DOMINADOR R F. SORIANO ENGINEER DATE 23‐Aug‐11 END JOB IINFORMATION INPUT WIIDTH 79 UNIT MET TER KN JOINT COORDINATES 1 ‐3.5 0 ‐3 3.5; 2 ‐3.5 0 3.5; 3 3.5 0 ‐3.5; 4 3.5 0 3.5; 7 ‐3.33929 3 ‐ 3.33929; 8 ‐3.33929 3 ‐2.04466e‐016; 9 ‐3.339 929 3 3.33929; 10 ‐3.17857 6 ‐ 3.17857; 11 ‐3.17857 6 3.17857; 12 ‐3.01786 9 9 ‐3.01786; 13 ‐3.01786 9 ‐ 1.84784e‐016; 14 ‐3.01786 9 3.01786; 15 ‐2.85714 1 12 ‐2.85714; 16 ‐2.85714 12 2 2.85714; 17 ‐2.69643 15 ‐2.69643; 18 ‐2.69643 15 ‐1.65103e‐016; 19 ‐ 2.69643 1 15 2.69643; 20 ‐2.53571 18 ‐2.53571; 21 ‐2.53571 18 2.53571; 22 ‐2.375 21 ‐ 2.375; 23 ‐2.375 21 ‐1.45422e‐016; 24 ‐2.37 75 21 2.375; 25 ‐2.21429 24 4 ‐ 2.21429; 26 ‐2.21429 24 2.21429; 27 ‐2.05357 7 27 ‐2.05357; 28 ‐2.05357 2 27 ‐ 1.25741e‐016; 29 ‐2.05357 27 2.05357; 30 ‐1.89286 6 30 ‐1.89286; 31 ‐1.89286 3 30 1.89286; 32 ‐1.73214 33 ‐1.73214; 33 ‐1.73214 33 ‐1.0606e‐016; 34 ‐ 1.73214 3 33 1.73214; 35 ‐1.57143 36 ‐1.57143; 36 ‐1.57143 36 1.57143; 37 ‐1.48674 37.5808 ‐1.48674; 38 ‐1.48674 37.5808 ‐4.92541e‐008; 39 ‐1.48674 37.5808 1.486 674; 40 ‐1.41071 39 ‐1.41071; 41 ‐1.41071 39 1.41071; 42 ‐1.3255 40.5906 ‐1.3255; 43 ‐1.3255 40.5906 1.19634e‐007; 44 4 ‐1.3255 40.5906 1.3255; 4 45 ‐ 1.25 42 ‐1 1.25; 46 ‐1.25 4 42 1.25; 47 ‐1.25 43.5 ‐1.25; 48 ‐1.25 43.5 ‐7.65379e‐01 17; 49 ‐1.25 4 43.5 1.25; 50 ‐1.25 45 ‐1.25; 51 ‐1.25 45 1.25; 52 ‐1.25 46.5 ‐1.25 5; 53 ‐1.25 4 46.5 ‐7.65379e‐017; 54 ‐1.25 5 46.5 1.25; 55 ‐1.25 48 ‐1.2 25; 56 ‐1.25 4 48 0; 57 ‐1.25 48 1.25; 58 ‐1.19634e‐007 40.5906 ‐1.325 55; 59 ‐4.92541e‐008 37.5808 1.48674; 6 60 ‐4.08931e‐016 3 3.33929 9; 61 ‐3.69569e‐016 9 3.01786; 62 ‐3.30 0206e‐016 15 2.69643; 63 ‐2.90844e‐016 21 2.375; 64 ‐2.514 482e‐016 27 2.05357; 65 ‐2.12119e‐016 33 1.73214; 66 ‐1.5 53076e‐016 43.5 1.25; 67 ‐1.53076e‐016 46.5 1.25; 68 0 3 ‐3 3.33929; 69 0 9 ‐3.01786; 70 0 0 15 ‐2.69643; 71 0 21 ‐2 2.375; 72 0 27 ‐2.05357; 73 0 33 ‐1.73214; 74 0 43.5 ‐1.25;



  8 1.25; 78 4.92541e‐008 75 0 46.5 ‐1.25; 76 0 48 ‐1.25; 77 0 48 37.5808 ‐1.48674; 34e‐007 40.5906 1.3255; 80 0 1.25 42 ‐1.25; 81 1.25 42 79 1.1963 1.25; 82 1.25 43 3.5 ‐1.25; 83 1.25 43.5 2.296 614e‐016; 84 1.25 43.5 1.25; 85 1.25 45 5 ‐1.25; 86 1.25 45 1.25; 87 1.25 46.5 ‐1.25; 88 1.25 46 6.5 2.29614e‐016; 89 1.25 4 46.5 1.25; 90 1.25 48 ‐1.25; 91 1.25 48 8 2.22045e‐016; 92 1.25 48 1.25; 93 1.3255 40.5906 ‐ 1.3255; 94 1.3255 5 40.5906 ‐1.19634e‐007; 95 5 1.3255 40.5906 1.3255; 96 1.4107 71 39 ‐1.41071; 97 1.41071 39 1.41071; 98 1.48674 37.5808 ‐1.48674; 99 1.4867 74 37.5808 4.92541e‐008; 100 1.48674 37.5808 1.4867 74; 101 1.571 143 36 ‐1.57143; 102 1.5714 43 36 1.57143; 103 1.73214 4 33 ‐1.73214; 104 1.732 214 33 3.18179e‐016; 105 1 1.73214 33 1.73214; 106 1.89286 3 30 ‐1.89286; 107 1.892 286 30 1.89286; 108 2.05357 27 ‐2.05357; 109 2.05357 7 27 3.7722 22e‐016; 110 2.053 357 27 2.05357; 111 2.21429 24 ‐2.21429; 112 2.21429 9 24 2.2142 29; 113 2.375 5 21 ‐2.375; 114 2.375 21 4.3 36266e‐016; 115 2.375 21 2.375; 116 2.535 571 18 ‐2.53571; 117 2.5357 71 18 2.53571; 118 2.69643 3 15 ‐2.69643; 119 2.696 643 15 4.9531e‐016; 120 2.6 69643 15 2.69643; 121 2.85714 1 12 ‐2.85714; 122 2.857 714 12 2.85714; 123 3.01786 9 ‐3.01786; 124 3.01786 9 9 5.54353e‐‐016; 125 3.017 786 9 3.01786; 126 3.17857 6 ‐3.17857; 127 3.17857 6 3.17857; 128 3.339 929 3 ‐3.33929; 129 3.33929 9 3 6.13397e‐016; 130 3.33929 3 3 3.33929; MEMBER INCIDENCES 1001 1 7; 1002 2 9; 1003 7 10; 1004 9 9 11; 1005 128 126; 1006 130 127; 1007 3 12 28; 1008 4 130; 1101 8 7; 11 102 9 8; 1103 7 68; 1104 60 9; 1105 68 1 128; 1106 130 60; 1107 128 129; 1108 12 29 130; 1201 8 1; 1202 2 8; 1203 8 10 0; 1204 11 8 8; 1205 1 68; 1206 60 2; 120 07 10 68; 1208 60 11; 1209 68 126; 1210 127 60; 1211 68 3; 1212 4 60; 1 1213 126 129; 1214 129 127 7; 1215 3 12 29; 1216 129 4; 2001 10 12; 2002 11 14; 2003 12 15; 2004 14 16; 2005 123 121; 2006 125 122; 2007 126 123; 2008 1 127 125; 2101 13 12; 2102 1 14 13; 2103 12 69; 2104 61 1 14; 2105 69 123; 2106 125 6 61; 2107 123 124; 2108 124 4 125; 2201 1 13 10;

13; 2203 13 15; 2204 16 13; 2205 10 69; 2206 61 11; 2202 11 1 2207 15 6 69; 2208 61 1 16; 2209 69 121; 2210 122 6 61; 2211 69 126; 2212 127 6 61; 2213 121 124; 2214 124 122; 2215 126 124; 2216 124 127; 3001 15 17; 3002 1 16 19; 3003 1 17 20; 3004 19 2 21; 3005 118 116; 3006 120 117; 3007 121 118; 3008 1 122 120; 3101 1 18 17; 3102 19 1 18; 3103 17 70; 3104 62 19; 3105 70 118; 3106 120 62;; 3107 118 119; 3108 119 120; 3201 18 15; 3202 16 1 18; 3203 18 20; 3204 21 18;; 3205 15 7 70; 3206 62 1 16; 3207 20 70; 3208 62 21; 3209 70 116; 3210 117 62;; 3211 70 1 121; 3212 122 62; 3213 116 119; 3214 119 117; 3215 121 119; 3216 119 122; 3301 18 7 70; 3302 62 18; 3303 70 119 9; 3304 119 62; 4001 20 22;; 4002 21 2 24; 4003 22 2 25; 4004 24 26; 4005 113 11 11; 4006 115 112; 4007 116 6 113; 4008 8 117 115; 4101 23 2 22; 4102 24 23; 4103 22 71; 4104 63 24; 4105 71 113; 4106 115 63; 4107 113 114; 4108 114 115; 4201 23 20; 4202 21 23; 4203 23 2 25; 4204 26 2 23; 4205 20 7 71; 4206 63 21; 4207 25 71; 4208 63 26; 4209 71 111; 4210 112 63; 4211 71 1 116; 4212 117 63; 4213 111 114; 4214 114 112; 4215 1 116 114; 4216 114 117; 4301 23 71; 4302 63 2 23; 4303 71 114; 4304 114 6 63; 5001 25 2 27; 5002 26 2 29; 5003 27 30; 5004 29 31; 5005 108 106; 5006 110 10 07; 5007 111 108; 5008 112 110; 5101 28 27; 5102 29 2 28; 5103 27 72; 5104 64 29;; 5105 72 1 108; 5106 110 64; 5107 108 109; 5108 109 110; 5201 28 25; 5202 26 6 28; 5203 2 28 30; 5204 31 2 28; 5205 25 72; 5206 64 26; 5207 30 72; 5208 64 31; 5209 72 1 106; 5210 107 64; 5211 72 111; 5212 112 64; 5213 106 109; 5214 10 09 107; 5215 111 109; 5216 109 112; 5301 28 72; 5302 64 28; 5303 72 109; 5304 4 109 64; 6001 30 3 32; 6002 31 34; 6003 32 35; 6004 34 36; 6005 103 101;; 6006 105 102; 6007 106 103; 6008 107 105; 6101 33 32; 6102 34 33; 6103 32 7 73; 6104 65 3 34; 6105 73 1 103; 6106 105 65; 6107 103 104; 6108 104 105; 6201 3 33 30; 6202 3 31 33; 6203 33 3 35; 6204 36 33; 6205 30 73; 6206 65 31; 6207 35 73; 6208 65 3 36;

 



19 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

6209 73 1 101; 6210 102 65; 6211 73 1 106; 6212 107 65; 6213 101 1 104; 6214 4 104 102; 6215 106 6 104; 6216 104 107; 6301 3 33 73; 6302 65 33; 6303 73 104; 6304 4 104 65; 7001 35 3 37; 7002 36 39; 7003 37 40;; 7004 39 41; 7005 40 42; 7006 41 4 44; 7007 42 4 45; 7008 44 46; 7009 93 80;; 7010 95 81; 7011 96 93; 7012 97 9 95; 7013 98 9 96; 7014 100 97; 7015 101 9 98; 7016 102 100; 7101 38 37; 7102 38 3 39; 7103 43 4 42; 7104 43 44; 7105 78 37;; 7106 59 39; 7107 58 42; 7108 79 4 44; 7109 58 9 93; 7110 79 95; 7111 78 98;; 7112 59 100; 7113 94 93; 7114 94 9 95; 7115 99 9 98; 7116 99 100; 7201 38 35 5; 7202 36 38; 7203 38 40; 7204 41 3 38; 7205 43 4 40; 7206 41 43; 7207 43 45;; 7208 46 43; 7209 35 78; 7210 59 3 36; 7211 40 5 58; 7212 40 78; 7213 59 41;; 7214 79 41; 7215 45 58; 7216 79 4 46; 7217 58 8 80; 7218 81 79; 7219 58 96;; 7220 78 96; 7221 97 59; 7222 97 7 79; 7223 78 1 101; 7224 102 59; 7225 80 9 94; 7226 94 81; 7227 96 94;; 7228 94 9 97; 7229 96 9 99; 7230 99 97; 7231 101 99 9; 7232 99 102; 7301 38 78;; 7302 59 3 38; 7303 43 5 58; 7304 79 43; 7305 58 94;; 7306 94 79; 7307 78 99; 7308 99 5 59; 8001 45 4 47; 8002 46 49; 8003 47 50;; 8004 49 51; 8005 50 52; 8006 51 5 54; 8007 52 5 55; 8008 54 57; 8009 80 82;; 8010 81 84; 8011 82 85; 8012 84 8 86; 8013 85 8 87; 8014 86 89; 8015 87 90;; 8016 89 92; 8101 48 47; 8102 49 4 48; 8103 53 5 52; 8104 54 53; 8105 56 55;; 8106 57 56; 8107 47 74; 8108 66 4 49; 8109 52 7 75; 8110 67 54; 8111 55 76;; 8112 77 57; 8113 74 82; 8114 84 6 66; 8115 75 8 87; 8116 89 67; 8117 76 90;; 8118 92 77; 8119 82 83; 8120 83 8 84; 8121 87 8 88; 8122 88 89; 8123 90 91;; 8124 91 92; 8201 48 45; 8202 46 4 48; 8203 48 5 50; 8204 51 48; 8205 53 50;; 8206 51 53; 8207 53 55; 8208 57 5 53; 8209 45 7 74; 8210 66 46; 8211 50 74;; 8212 66 51; 8213 50 75; 8214 67 5 51; 8215 55 7 75; 8216 67 57; 8217 74 80;; 8218 81 66; 8219 74 85; 8220 86 6 66; 8221 75 8 85; 8222 86 67; 8223 75 90;; 8224 92 67; 8225 80 83; 8226 83 8 81; 8227 85 8 83; 8228 83 86; 8229 85 88;; 8230 88 86; 8231 90 88; 8232 88 9 92; 8301 48 7 74; 8302 66 48; 8303 53 75;; 8304 67 53; 8305 56 76; 8306 77 5 56;

83; 8308 83 66; 8309 75 88; 8310 88 67; 8311 76 91; 8307 74 8 8312 91 7 77; * DEFINE M MATERIAL START ISOTROPIIC STEEL E 2.05e+0 008 POISSON 0.3 DENSITY 76.8195 ALPHA 1.2 2e‐005 DAMP 0.0 03 END DEFIINE MATERIAL * MEMBER PROPERTY AMERICAN * ************************************** *********** TOWER LEGS **************** ************************************** 1001 TO 1 1008 TABLE ST PIPS120 2001 TO 2 2008 TABLE ST PIPS100 3001 TO 3 3008 TABLE ST PIPS100 4001 TO 4 4008 TABLE ST PIPS100 5001 TO 5 5008 TABLE ST PIPS80 6001 TO 6 6008 TABLE ST PIPS60 7001 TO 7 7016 TABLE ST PIPS50 8001 TO 8 8016 TABLE ST PIPS40 * ************************************* *******TO OWER HORIZONTAL ************* ************************************* 1101 TO 1 1108 TABLE LD L25254 SP 0 0.01 2101 TO 2 2108 TABLE LD L25254 SP 0 0.01 3101 TO 3 3108 TABLE LD L25254 SP 0 0.01 4101 TO 4 4108 TABLE LD L25254 SP 0 0.01 5101 TO 5 5108 TABLE LD L20204 SP 0 0.01 6101 TO 6 6108 TABLE LD L20204 SP 0 0.01 7101 TO 7 7116 TABLE LD L20204 SP 0 0.01 8101 TO 8 8124 TABLE LD L20204 SP 0 0.01 * ************************************* ****** TOW WER DIAGONAL *************** ************************************* 1201 TO 1 1216 TABLE ST PIPS40 2201 TO 2 2216 TABLE ST PIPS40 3201 TO 3 3216 TABLE ST PIPS35 4201 TO 4 4216 TABLE ST PIPS35 5201 TO 5 5216 TABLE ST PIPS35 6201 TO 6 6216 TABLE ST PIPS30 7201 TO 7 7232 TABLE ST PIPS25 8201 TO 8 8232 TABLE ST PIPS20 * ************************************* ***** INTE ERNAL HOR. BRACING ********* ************************************* 3301 TO 3 3304 TABLE ST PIPS20

4301 TO 4 4304 TABLE ST PIPS20 5301 TO 5 5304 TABLE ST PIPS20 6301 TO 6 6304 TABLE ST PIPS20 7301 TO 7 7308 TABLE ST PIPS20 8301 TO 8 8312 TABLE ST PIPS20 * CONSTAN NTS MATERIAL STEEL ALL * SUPPORTS 1 TO 4 PIN NNED LOAD 1 SE ELFWEIGHT SELFWEIG GHT Y ‐1.15 * LOAD 2 AN NTENNA & APPURTENANCE ES DEAD LOAD JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FY ‐0.206 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FY ‐0.151 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FY ‐0.184 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FY ‐‐1.717 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FY ‐‐1.717 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FY ‐‐0.687 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FY ‐0.9 932 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FY ‐0.9 932 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FY ‐0.9 932 ** FEEDER R CABLE ** 7 9 128 13 30 FY ‐0.095 12 14 123 3 125 FY ‐0.095 17 19 118 8 120 FY ‐0.095 22 24 113 3 115 FY ‐0.095 27 29 108 8 110 FY ‐0.095 32 34 103 3 105 FY ‐0.095 37 39 98 1 100 FY ‐0.095 47 49 82 8 84 FY ‐0.095 * LOAD 3 AN NTENNA & APPURTENANCE ES WIND +X (0 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX 0.797 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX 0.081 * GSM 180 00 ELEV 41.0M

 



20 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

42 44 TO 46 81 95 FX 0.308 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX 4 4.894 MY ‐2.447 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX 4 4.617 MY 2.308 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX 1.497 MY 0.749 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.69 97 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.69 97 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX 0.67 77 MY 0.338 ** FEEDER CABLE ** 7 9 128 130 FX 0.938 12 14 123 3 125 FX 1.092 17 19 118 8 120 FX 1.211 22 24 113 3 115 FX 1.297 27 29 108 8 110 FX 1.366 32 34 103 3 105 FX 1.424 37 39 98 100 FX 1.474 47 49 82 8 84 FX 1.519 * LOAD 4 A ANTENNA & APPURTENANCES WIND +X+Z (45 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX 0.564 FZ 0.564 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX 0.057 FZ 0.057 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX 0.217 FZ 0.217 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX 3.46 FZ 3.46 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX 3.264 FZ 3.264 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX 1.058 FZ 1.058 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.49 93 FZ 0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.49 93 FZ 0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX 0.47 78 FZ 0.478 ** FEEDER CABLE ** 7 9 128 130 FX 0.663 FZ 0.663 12 14 123 3 125 FX 0.772 FZ 0.772 17 19 118 8 120 FX 0.856 FZ 0.856 22 24 113 3 115 FX 0.917 FZ 0.917 27 29 108 8 110 FX 0.966 FZ 0.966 32 34 103 3 105 FX 1.007 FZ 1.007 37 39 98 100 FX 1.042 FZ 1.042

47 49 82 8 84 FX 1.074 FZ 1.074 * LOAD 5 ANTENNA & APPURTENANCES WIND +Z (90 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FZ 0.797 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FZ 0.081 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FZ 0.308 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FZ 4 4.894 MY 2.447 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FZ 4 4.617 MY 2.308 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FZ 1 1.497 MY 0.749 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FZ 0.69 97 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FZ 0.69 97 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FZ 0.67 77 MY 0.338 ** FEEDER R CABLE ** 7 9 128 13 30 FZ 0.938 12 14 123 3 125 FZ 1.092 17 19 118 8 120 FZ 1.211 22 24 113 3 115 FZ 1.297 27 29 108 8 110 FZ 1.366 32 34 103 3 105 FZ 1.424 37 39 98 1 100 FZ 1.474 47 49 82 8 84 FZ 1.519 * LOAD 6 ANTENNA & APPURTENANCES WIND ‐X+Z (135 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX ‐0.564 FZ 0.564 4 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX ‐0.057 FZ 0.057 7 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX ‐0.217 FZ 0.217 7 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX ‐‐3.46 FZ 3.46 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX ‐‐3.264 FZ 3.264 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX ‐‐1.058 FZ 1.058 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.4 493 FZ 0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.4 493 FZ 0.493

* 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX ‐0.4 478 FZ 0.478 ** FEEDER R CABLE ** 7 9 128 13 30 FX ‐0.663 FZ 0.663 12 14 123 3 125 FX ‐0.772 FZ 0.772 17 19 118 8 120 FX ‐0.856 FZ 0.856 22 24 113 3 115 FX ‐0.917 FZ 0.917 27 29 108 8 110 FX ‐0.966 FZ 0.966 32 34 103 3 105 FX ‐1.007 FZ 1.007 37 39 98 1 100 FX ‐1.042 FZ 1.042 47 49 82 8 84 FX ‐1.074 FZ 1.074 * LOAD 7 AN NTENNA & APPURTENANCE ES WIND ‐X (180 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX ‐0.797 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX ‐0.081 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX ‐0.308 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX ‐‐4.894 MY ‐2.447 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX ‐‐4.617 MY 2.308 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX ‐‐1.497 MY 0.749 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.6 697 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.6 697 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX ‐0.6 677 MY 0.338 ** FEEDER R CABLE ** 7 9 128 13 30 FX ‐0.938 12 14 123 3 125 FX ‐1.092 17 19 118 8 120 FX ‐1.211 22 24 113 3 115 FX ‐1.297 27 29 108 8 110 FX ‐1.366 32 34 103 3 105 FX ‐1.424 37 39 98 1 100 FX ‐1.474 47 49 82 8 84 FX ‐1.519 * LOAD 8 AN NTENNA & APPURTENANCE ES WIND ‐X‐Z (225 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX ‐0.564 FZ ‐0.564 4 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX ‐0.057 FZ ‐0.057 7 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX ‐0.217 FZ ‐0.217 ****** EXIISTING MW ANTENNAS ********

 



21 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

* 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX ‐‐3.46 FZ ‐3.46 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX ‐‐3.264 FZ ‐3.264 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX ‐‐1.058 FZ ‐1.058 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.4 493 FZ ‐0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.4 493 FZ ‐0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX ‐0.4 478 FZ ‐0.478 ** FEEDER CABLE ** 7 9 128 130 FX ‐0.663 FZ ‐0.663 12 14 123 3 125 FX ‐0.772 FZ ‐0.772 17 19 118 8 120 FX ‐0.856 FZ ‐0.856 22 24 113 3 115 FX ‐0.917 FZ ‐0.917 27 29 108 8 110 FX ‐0.966 FZ ‐0.966 32 34 103 3 105 FX ‐1.007 FZ ‐1.007 37 39 98 100 FX ‐1.042 FZ ‐1.042 47 49 82 8 84 FX ‐1.074 FZ ‐1.074 * LOAD 9 A ANTENNA & APPURTENANCES WIND ‐Z (270 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FZ ‐0.797 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FZ ‐0.081 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FZ ‐0.308 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FZ ‐‐4.894 MY ‐2.447 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FZ ‐‐4.617 MY ‐2.308 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FZ ‐‐1.497 MY ‐0.749 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FZ ‐0.6 697 MY ‐0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FZ ‐0.6 697 MY ‐0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FZ ‐0.6 677 MY ‐0.338 ** FEEDER CABLE ** 7 9 128 130 FZ ‐0.938 12 14 123 3 125 FZ ‐1.092 17 19 118 8 120 FZ ‐1.211 22 24 113 3 115 FZ ‐1.297 27 29 108 8 110 FZ ‐1.366 32 34 103 3 105 FZ ‐1.424 37 39 98 100 FZ ‐1.474 47 49 82 8 84 FZ ‐1.519 *

LOAD 10 A ANTENNA & APPURTENANCES WIND +X‐Z (315 DEG)) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX 0.564 FZ ‐0.564 4 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX 0.057 FZ ‐0.057 7 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX 0.217 FZ ‐0.217 7 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX 3 3.46 FZ ‐3.46 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX 3 3.264 FZ ‐3.264 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX 1 1.058 FZ ‐1.058 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.49 93 FZ ‐0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.49 93 FZ ‐0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX 0.47 78 FZ ‐0.478 ** FEEDER R CABLE ** 7 9 128 13 30 FX 0.663 FZ 0.663 12 14 123 3 125 FX 0.772 FZ 0.772 17 19 118 8 120 FX 0.856 FZ 0.856 22 24 113 3 115 FX 0.917 FZ 0.917 27 29 108 8 110 FX 0.966 FZ 0.966 32 34 103 3 105 FX 1.007 FZ 1.007 37 39 98 1 100 FX 1.042 FZ 1.042 47 49 82 8 84 FX 1.074 FZ 1.074 * LOAD 11 T TOWER WIND +X MEMBER LOAD * TOWER LEG 1001 TO 1 1004 UNI GX 0.964 2001 TO 2 2004 UNI GX 0.951 3001 TO 3 3004 UNI GX 1.037 4001 TO 4 4004 UNI GX 1.089 5001 TO 5 5004 UNI GX 1.088 6001 TO 6 6004 UNI GX 0.749 7001 TO 7 7008 UNI GX 0.639 8001 TO 8 8008 UNI GX 0.514 * TOWER HORIZONTAL 1101 1102 UNI GX 0.188 2101 2102 UNI GX 0.219 3101 3102 UNI GX 0.239 4101 4102 UNI GX 0.251 5101 5102 UNI GX 0.248 6101 6102 UNI GX 0.223 7101 TO 7 7104 UNI GX 0.227 8101 TO 8 8106 UNI GX 0.225 * TOWER DIAGONAL 1201 TO 1 1204 UNI GX 0.304

2201 TO 2 2204 UNI GX 0.355 3201 TO 3 3204 UNI GX 0.388 4201 TO 4 4204 UNI GX 0.407 5201 TO 5 5204 UNI GX 0.442 6201 TO 6 6204 UNI GX 0.397 7201 TO 7 7208 UNI GX 0.331 8201 TO 8 8208 UNI GX 0.329 * LOAD 12 W WIND DIAGONAL +X+Z (45 5 DEG.) MEMBER LOAD ** RESOLV VE ALONG X DIRECTION * TOWER LEG 1001 TO 1 1004 UNI GX 1.075 2001 TO 2 2004 UNI GX 1.057 3001 TO 3 3004 UNI GX 1.164 4001 TO 4 4004 UNI GX 1.236 5001 TO 5 5004 UNI GX 1.225 6001 TO 6 6004 UNI GX 0.841 7001 TO 7 7008 UNI GX 0.729 8001 TO 8 8008 UNI GX 0.588 * TOWER HORIZONTAL 1101 1102 2 UNI GX 0.148 2101 2102 2 UNI GX 0.173 3101 3102 2 UNI GX 0.19 4101 4102 2 UNI GX 0.202 5101 5102 2 UNI GX 0.198 6101 6102 2 UNI GX 0.177 7101 TO 7 7104 UNI GX 0.183 8101 TO 8 8106 UNI GX 0.182 * TOWER DIAGONAL 1201 TO 1 1204 UNI GX 0.239 2201 TO 2 2204 UNI GX 0.279 3201 TO 3 3204 UNI GX 0.307 4201 TO 4 4204 UNI GX 0.327 5201 TO 5 5204 UNI GX 0.352 6201 TO 6 6204 UNI GX 0.315 7201 TO 7 7208 UNI GX 0.267 8201 TO 8 8208 UNI GX 0.266 ** RESOLV VE ALONG Z DIRECTION * TOWER LEG 1001 1003 1005 1007 UNI GZ 1.075 2001 2003 2005 2007 UNI GZ 1.057 3001 3003 3005 3007 UNI GZ 1.164 4001 4003 4005 4007 UNI GZ 1.236 5001 5003 5005 5007 UNI GZ 1.225 6001 6003 6005 6007 UNI GZ 0.841 7001 7003 7005 7007 7009 7011 701 13 7015 UNI GZ 0.729 8001 8003 8005 8007 8009 8011 801 13 8015 UNI GZ 0.588 * TOWER HORIZONTAL 1103 1105 UNI GZ 0.148 2103 2105 UNI GZ 0.173 3103 3105 UNI GZ 0.19 4103 4105 UNI GZ 0.202 5103 5105 UNI GZ 0.198

 



22 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

6103 6105 UNI GZ 0.177 7105 7107 7109 7111 UNI GZ 0.183 8107 8109 8111 8113 8115 8117 UN NI GZ 0.182 * TOWER DIAGONAL 1205 1207 1209 1211 UNI GZ 0.239 2205 2207 2209 2211 UNI GZ 0.279 3205 3207 3209 3211 UNI GZ 0.307 4205 4207 4209 4211 UNI GZ 0.327 5205 5207 5209 5211 UNI GZ 0.352 6205 6207 6209 6211 UNI GZ 0.315 7209 7211 7212 7215 7217 7219 7220 7223 UNI GZ 0.267 8209 8211 8213 8215 8217 8219 8221 8223 UNI GZ 0.266 * LOAD 13 TOWER WIND +Z (90 DEG.) MEMBER LOAD * TOWER LEG 1001 1003 1005 1007 UNI GZ 0.964 2001 2003 2005 2007 UNI GZ 0.951 3001 3003 3005 3007 UNI GZ 1.037 4001 4003 4005 4007 UNI GZ 1.089 5001 5003 5005 5007 UNI GZ 1.088 6001 6003 6005 6007 UNI GZ 0.749 7001 7003 7005 7007 7009 7011 7013 7015 UNI GZ 0.639 8001 8003 8005 8007 8009 8011 8013 8015 UNI GZ 0.514 * TOWER HORIZONTAL 1103 1105 UNI GZ 0.188 2103 2105 UNI GZ 0.219 3103 3105 UNI GZ 0.239 4103 4105 UNI GZ 0.251 5103 5105 UNI GZ 0.248 6103 6105 UNI GZ 0.223 7105 7107 7109 7111 UNI GZ 0.227 8107 8109 8111 8113 8115 8117 UN NI GZ 0.225 * TOWER DIAGONAL 1205 1207 1209 1211 UNI GZ 0.304 2205 2207 2209 2211 UNI GZ 0.355 3205 3207 3209 3211 UNI GZ 0.388 4205 4207 4209 4211 UNI GZ 0.407 5205 5207 5209 5211 UNI GZ 0.442 6205 6207 6209 6211 UNI GZ 0.397 7209 7211 7212 7215 7217 7219 7220 7223 UNI GZ 0.331 8209 8211 8213 8215 8217 8219 8221 8223 UNI GZ 0.329 * LOAD 14 TOWER WIND +Z‐X (135 5 DEG.) MEMBER LOAD ** RESOLV VE ALONG X DIRECTION * TOWER LEG 1001 1003 1005 1007 UNI GZ 1.075 2001 2003 2005 2007 UNI GZ 1.057 3001 3003 3005 3007 UNI GZ 1.164 4001 4003 4005 4007 UNI GZ 1.236 5001 5003 5005 5007 UNI GZ 1.225 6001 6003 6005 6007 UNI GZ 0.841 7001 7003 7005 7007 7009 7011 7013 7015 UNI GZ 0.729

8001 8003 8005 8007 8009 8011 8013 8015 UNI GZ 0.588 * TOWER HORIZONTAL 1103 1105 UNI GZ 0.148 2103 2105 UNI GZ 0.173 3103 3105 UNI GZ 0.19 4103 4105 UNI GZ 0.202 5103 5105 UNI GZ 0.198 6103 6105 UNI GZ 0.177 7105 7107 7109 7111 UNI GZ 0.183 8107 8109 8111 8113 8115 8117 UN NI GZ 0.182 * TOWER DIAGONAL 1205 1207 1209 1211 UNI GZ 0.239 2205 2207 2209 2211 UNI GZ 0.279 3205 3207 3209 3211 UNI GZ 0.307 4205 4207 4209 4211 UNI GZ 0.327 5205 5207 5209 5211 UNI GZ 0.352 6205 6207 6209 6211 UNI GZ 0.315 7209 7211 7212 7215 7217 7219 722 20 7223 UNI GZ 0.267 8209 8211 8213 8215 8217 8219 822 21 8223 UNI GZ 0.266 ** RESOLV VE ALONG Z DIRECTION * TOWER LEG 1005 TO 1 1008 UNI GX ‐1.075 2005 TO 2 2008 UNI GX ‐1.057 3005 TO 3 3008 UNI GX ‐1.164 4005 TO 4 4008 UNI GX ‐1.236 5005 TO 5 5008 UNI GX ‐1.225 6005 TO 6 6008 UNI GX ‐0.841 7009 TO 7 7016 UNI GX ‐0.729 8009 TO 8 8016 UNI GX ‐0.588 * TOWER HORIZONTAL 1107 1108 UNI GX ‐0.148 2107 2108 UNI GX ‐0.173 3107 3108 UNI GX ‐0.19 4107 4108 UNI GX ‐0.202 5107 5108 UNI GX ‐0.198 6107 6108 UNI GX ‐0.177 7113 TO 7 7116 UNI GX ‐0.183 8119 TO 8 8124 UNI GX ‐0.182 * TOWER DIAGONAL 1213 TO 1 1216 UNI GX ‐0.239 2213 TO 2 2216 UNI GX ‐0.279 3213 TO 3 3216 UNI GX ‐0.307 4213 TO 4 4216 UNI GX ‐0.327 5213 TO 5 5216 UNI GX ‐0.352 6213 TO 6 6216 UNI GX ‐0.315 7225 TO 7 7232 UNI GX ‐0.267 8225 TO 8 8232 UNI GX ‐0.266 * LOAD 15 T TOWER WIND ‐X (180 D DEG.) MEMBER LOAD * TOWER LEG 1005 TO 1 1008 UNI GX ‐0.964 2005 TO 2 2008 UNI GX ‐0.951 3005 TO 3 3008 UNI GX ‐1.037

4005 TO 4 4008 UNI GX ‐1.089 5005 TO 5 5008 UNI GX ‐1.088 6005 TO 6 6008 UNI GX ‐0.749 7009 TO 7 7016 UNI GX ‐0.639 8009 TO 8 8016 UNI GX ‐0.514 * TOWER HORIZONTAL 1107 1108 8 UNI GX ‐0.188 2107 2108 8 UNI GX ‐0.219 3107 3108 8 UNI GX ‐0.239 4107 4108 8 UNI GX ‐0.251 5107 5108 8 UNI GX ‐0.248 6107 6108 8 UNI GX ‐0.223 7113 TO 7 7116 UNI GX ‐0.227 8119 TO 8 8124 UNI GX ‐0.225 * TOWER DIAGONAL 1213 TO 1 1216 UNI GX ‐0.304 2213 TO 2 2216 UNI GX ‐0.355 3213 TO 3 3216 UNI GX ‐0.388 4213 TO 4 4216 UNI GX ‐0.407 5213 TO 5 5216 UNI GX ‐0.442 6213 TO 6 6216 UNI GX ‐0.397 7225 TO 7 7232 UNI GX ‐0.331 8225 TO 8 8232 UNI GX ‐0.329 LOAD 16 T TOWER WIND ‐X‐Z (225 DEG.) MEMBER LOAD ** RESOLV VE ALONG X DIRECTION * TOWER LEG 1005 TO 1 1008 UNI GX ‐1.075 2005 TO 2 2008 UNI GX ‐1.057 3005 TO 3 3008 UNI GX ‐1.164 4005 TO 4 4008 UNI GX ‐1.236 5005 TO 5 5008 UNI GX ‐1.225 6005 TO 6 6008 UNI GX ‐0.841 7009 TO 7 7016 UNI GX ‐0.729 8009 TO 8 8016 UNI GX ‐0.588 * TOWER HORIZONTAL 1107 1108 8 UNI GX ‐0.148 2107 2108 8 UNI GX ‐0.173 3107 3108 8 UNI GX ‐0.19 4107 4108 8 UNI GX ‐0.202 5107 5108 8 UNI GX ‐0.198 6107 6108 8 UNI GX ‐0.177 7113 TO 7 7116 UNI GX ‐0.183 8119 TO 8 8124 UNI GX ‐0.182 * TOWER DIAGONAL 1213 TO 1 1216 UNI GX ‐0.239 2213 TO 2 2216 UNI GX ‐0.279 3213 TO 3 3216 UNI GX ‐0.307 4213 TO 4 4216 UNI GX ‐0.327 5213 TO 5 5216 UNI GX ‐0.352 6213 TO 6 6216 UNI GX ‐0.315 7225 TO 7 7232 UNI GX ‐0.267 8225 TO 8 8232 UNI GX ‐0.266 ** RESOLV VE ALONG Z DIRECTION

 



23 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

* TOWER LEG 1002 1004 1006 1008 UNI GZ ‐1.075 2002 2004 2006 2008 UNI GZ ‐1.057 3002 3004 3006 3008 UNI GZ ‐1.164 4002 4004 4006 4008 UNI GZ ‐1.236 2008 5002 5004 5006 5008 UNI GZ ‐1.225 2008 6002 6004 6006 6008 UNI GZ ‐0.841 7002 7004 7006 7008 7010 7012 7014 7016 UNI GZ ‐0.729 8002 8004 8006 8008 8010 8012 8014 8016 UNI GZ ‐0.588 * TOWER HORIZONTAL 1104 1106 UNI GZ ‐0.148 2104 2106 UNI GZ ‐0.173 3104 3106 UNI GZ ‐0.19 4104 4106 UNI GZ ‐0.202 5104 5106 UNI GZ ‐0.198 6104 6106 UNI GZ ‐0.177 7106 7108 7110 7112 UNI GZ ‐0.183 8108 8110 8112 8114 8116 8118 UN NI GZ ‐0.182 ** TOWER R DIAGONAL 1206 1208 1210 1212 UNI GZ ‐0.239 2206 2208 2210 2212 UNI GZ ‐0.279 3206 3208 3210 3212 UNI GZ ‐0.307 4206 4208 4210 4212 UNI GZ ‐0.327 5206 5208 5210 5212 UNI GZ ‐0.352 6206 6208 6210 6212 UNI GZ ‐0.315 7210 7213 7214 7216 7218 7221 7222 7224 UNI GZ ‐0.267 8210 8212 8214 8216 8218 8220 8222 8224 UNI GZ ‐0.266 LOAD 17 TOWER WIND ‐Z (270 D DEG.) MEMBER LOAD * TOWER LEG 1002 1004 1006 1008 UNI GZ ‐0.964 2002 2004 2006 2008 UNI GZ ‐0.951 3002 3004 3006 3008 UNI GZ ‐1.037 4002 4004 4006 4008 UNI GZ ‐1.089 2008 5002 5004 5006 5008 UNI GZ ‐1.088 2008 6002 6004 6006 6008 UNI GZ ‐0.749 7002 7004 7006 7008 7010 7012 7014 7016 UNI GZ ‐0.639 8002 8004 8006 8008 8010 8012 8014 8016 UNI GZ ‐0.514 * TOWER HORIZONTAL 1104 1106 UNI GZ ‐0.188 2104 2106 UNI GZ ‐0.219 3104 3106 UNI GZ ‐0.239 4104 4106 UNI GZ ‐0.251 5104 5106 UNI GZ ‐0.248 6104 6106 UNI GZ ‐0.223 7106 7108 7110 7112 UNI GZ ‐0.227 8108 8110 8112 8114 8116 8118 UN NI GZ ‐0.225 ** TOWER R DIAGONAL 1206 1208 1210 1212 UNI GZ ‐0.304 2206 2208 2210 2212 UNI GZ ‐0.355 3206 3208 3210 3212 UNI GZ ‐0.388 4206 4208 4210 4212 UNI GZ ‐0.407 5206 5208 5210 5212 UNI GZ ‐0.442 6206 6208 6210 6212 UNI GZ ‐0.397

7210 7213 7214 7216 7218 7221 722 22 7224 UNI GZ ‐0.331 8210 8212 8214 8216 8218 8220 822 22 8224 UNI GZ ‐0.329 LOAD 18 T TOWER WIND +X‐Z (315 5 DEG.) MEMBER LOAD ** RESOLV VE ALONG X DIRECTION * TOWER LEG 1001 TO 1 1004 UNI GX 1.075 2001 TO 2 2004 UNI GX 1.057 3001 TO 3 3004 UNI GX 1.164 4001 TO 4 4004 UNI GX 1.236 5001 TO 5 5004 UNI GX 1.225 6001 TO 6 6004 UNI GX 0.841 7001 TO 7 7008 UNI GX 0.729 8001 TO 8 8008 UNI GX 0.588 * TOWER HORIZONTAL 1101 1102 UNI GX 0.148 2101 2102 UNI GX 0.173 3101 3102 UNI GX 0.19 4101 4102 UNI GX 0.202 5101 5102 UNI GX 0.198 6101 6102 UNI GX 0.177 7101 TO 7 7104 UNI GX 0.183 8101 TO 8 8106 UNI GX 0.182 * TOWER DIAGONAL 1201 TO 1 1204 UNI GX 0.239 2201 TO 2 2204 UNI GX 0.279 3201 TO 3 3204 UNI GX 0.307 4201 TO 4 4204 UNI GX 0.327 5201 TO 5 5204 UNI GX 0.352 6201 TO 6 6204 UNI GX 0.315 7201 TO 7 7208 UNI GX 0.267 8201 TO 8 8208 UNI GX 0.266 ** RESOLV VE ALONG Z DIRECTION * TOWER LEG 1002 1004 1006 1008 UNI GZ ‐1.075 2002 2004 2006 2008 UNI GZ ‐1.057 3002 3004 3006 3008 UNI GZ ‐1.164 4002 4004 4006 4008 UNI GZ ‐1.236 2008 5002 5004 5006 5008 UNI GZ ‐1.225 2008 6002 6004 6006 6008 UNI GZ ‐0.841 7002 7004 7006 7008 7010 7012 7014 7016 UNI GZ ‐0.729 8002 8004 8006 8008 8010 8012 8014 8016 UNI GZ ‐0.588 * TOWER HORIZONTAL 1104 1106 UNI GZ ‐0.148 2104 2106 UNI GZ ‐0.173 3104 3106 UNI GZ ‐0.19 4104 4106 UNI GZ ‐0.202 5104 5106 UNI GZ ‐0.198 6104 6106 UNI GZ ‐0.177 7106 7108 7110 7112 UNI GZ ‐0.183 8108 8110 8112 8114 8116 8118 UN NI GZ ‐0.182 ** TOWER R DIAGONAL 1206 1208 1210 1212 UNI GZ ‐0.239 2206 2208 2210 2212 UNI GZ ‐0.279

3206 3208 8 3210 3212 UNI GZ ‐0.307 4206 4208 8 4210 4212 UNI GZ ‐0.327 5206 5208 8 5210 5212 UNI GZ ‐0.352 6206 6208 8 6210 6212 UNI GZ ‐0.315 7210 7213 7214 7216 7218 7221 722 22 7224 UNI GZ ‐0.267 8210 8212 2 8214 8216 8218 8220 822 22 8224 UNI GZ ‐0.266 * PERFORM M ANALYSIS CHANGE * ** LOAD C COMBINATION FOR TOWER R DESIGN LOAD COM MB 101 DL + WL (0 DEG.) 1 1.2 2 1.2 2 3 1.6 11 1.6 LOAD COM MB 102 DL + WL (45 DEG.) 1 1.2 2 1.2 2 4 1.6 12 1.6 LOAD COM MB 103 DL + WL (90 DEG.) 1 1.2 2 1.2 2 5 1.6 13 1.6 LOAD COM MB 104 DL + WL (135 DEG.)) 1 1.2 2 1.2 2 6 1.6 14 1.6 LOAD COM MB 105 DL + WL (180 DEG.)) 1 1.2 2 1.2 2 7 1.6 15 1.6 LOAD COM MB 106 DL + WL (225 DEG.)) 1 1.2 2 1.2 2 8 1.6 16 1.6 LOAD COM MB 107 DL + WL (270 DEG.)) 1 1.2 2 1.2 2 9 1.6 17 1.6 LOAD COM MB 108 DL + WL (315 DEG.)) 1 1.2 2 1.2 2 10 1.6 18 1.6 * LOAD COM MB 111 TOTAL DL + WL (0 D DEG.) 1 1.0 2 1.0 0 3 1.0 11 1.0 LOAD COM MB 112 TOTAL DL + WL (45 5 DEG.) 1 1.0 2 1.0 0 4 1.0 12 1.0 LOAD COM MB 113 TOTAL DL + WL (90 0 DEG.) 1 1.0 2 1.0 0 5 1.0 13 1.0 LOAD COM MB 114 TOTAL DL + WL (13 35 DEG.) 1 1.0 2 1.0 0 6 1.0 14 1.0 LOAD COM MB 115 TOTAL DL + WL (18 80 DEG.) 1 1.0 2 1.0 0 7 1.0 15 1.0 LOAD COM MB 116 TOTAL DL + WL (22 25 DEG.) 1 1.0 2 1.0 0 9 1.0 16 1.0 LOAD COM MB 117 TOTAL DL + WL (27 70 DEG.) 1 1.0 2 1.0 0 9 1.0 17 1.0 LOAD COM MB 118 TOTAL DL + WL (31 15 DEG.) 1 1.0 2 1.0 0 10 1.0 18 1.0 * PERFORM M ANALYSIS PRINT STATICS CHECK LOAD LIST T 101 TO 108 PARAMET TER 1 CODE LRF FD BEAM 1 A ALL TRACK 0 A ALL FYLD 240000 ALL CHECK CO ODE ALL *

 



24 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

LOAD LIST 101 TO 108 PRINT SU UPPORT REACTION * LOAD LIST 111 TO 118 PRINT ME EMBER FORCES LIST 2001 2 2002 2007 2008 PRINT ME EMBER FORCES LIST 3001 3 3002 3007 3008 PRINT ME EMBER FORCES LIST 4001 4 4002 4007 4008 PRINT ME EMBER FORCES LIST 5001 5 5002 5007 5008 PRINT ME EMBER FORCES LIST 6001 6 6002 6007 6008 PRINT ME EMBER FORCES LIST 7001 7 7002 7015 7016 PRINT ME EMBER FORCES LIST 8001 8 8002 8009 8010 * UNIT MET TER KG STEEL TA AKE OFF ALL FINISH





   

 



25 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

3.3.2

AD RESULT ANAL LYSIS: EXISTING G STAA

STAAD.P Pro CODE CHECKING ‐ (LRFD 3RD EDITION) *********************** ALL UNIT TS ARE ‐ KN METE (UNLESSS OTHERWISE NOTED) MEMBER R TABLE RESULT/ CRIITICAL COND/ RATIO/ LOADING G/ FX MY MZ LOCATION 1001 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.625 106 1039.88 C ‐0.09 ‐1 14.69 3.01 1002 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.623 104 1038.55 C ‐0.02 ‐1 14.40 3.01 1003 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.627 106 1040.31 C ‐0.09 ‐1 14.96 0.00 1004 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.625 104 1038.95 C ‐0.01 ‐1 14.67 0.00 1005 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.529 108 876.72 C ‐1.44 12 2.76 3.01 1006 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.624 102 1033.36 C ‐0.13 1 15.26 3.01 1007 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.528 108 879.48 C 0.16 ‐12 2.12 3.01 1008 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.623 102 1035.93 C 0.08 ‐1 14.62 3.01 1101 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.653 102 18.53 C 1.87 0.1 15 3.34 1102 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.573 108 15.24 C 1.86 0.1 16 0.00 1103 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.656 102 18.43 C 1.88 0.1 15 0.00 1104 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.625 108 16.16 C 1.87 0.1 15 3.34 1105 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.653 104 18.42 C 1.87 0.1 15 3.34 1106 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.654 106 18.59 C 1.87 0.1 15 0.00

1107 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.655 104 18.44 C 1.88 0.1 15 0.00 1108 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.651 106 18.06 C 1.88 0.1 15 3.34 1201 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.442 106 84.11 C ‐0.38 0.3 32 4.61 1202 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.440 103 82.19 C 0.59 0.2 22 4.61 1203 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.392 102 54.06 C 2.40 0.6 68 4.37 1204 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.373 107 69.04 C 0.94 0.3 30 0.00 1205 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.416 106 78.62 C ‐0.39 0.3 32 0.00 1206 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.428 104 81.05 C ‐0.39 0.3 32 4.61 1207 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.360 102 46.66 C 2.42 0.6 68 0.00 1208 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.382 108 51.86 C 2.43 0.5 59 4.37 1209 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.378 104 50.77 C 2.41 0.6 68 4.37 1210 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.390 106 53.34 C 2.42 0.6 68 0.00 1211 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.416 108 78.64 C ‐0.38 0.3 33 4.61 1212 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.440 102 83.76 C ‐0.38 0.3 32 0.00 1213 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.368 104 48.57 C 2.42 0.6 68 0.00 1214 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.400 106 55.67 C 2.42 0.6 65 4.37 1215 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.429 107 80.20 C 0.56 0.2 22 4.61

1216 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.414 102 78.20 C ‐0.39 0.3 32 4.61 2001 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.678 106 872.92 C 0.09 14 4.29 0.00 2002 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.679 104 877.32 C 0.02 14 4.00 0.00 2003 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.673 106 871.04 C 0.09 ‐13 3.73 0.00 2004 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.678 104 875.47 C 0.00 ‐14 4.01 0.00 2005 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.568 108 733.91 C 0.59 ‐11 1.65 0.00 2006 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.671 102 868.42 C ‐0.09 ‐13 3.71 0.00 2007 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.570 108 735.95 C ‐1.46 11 1.79 0.00 2008 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.676 102 870.30 C ‐0.11 14 4.23 0.00 2101 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.582 102 18.41 C 1.98 0.1 12 3.02 2102 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.569 108 15.52 C 1.96 0.1 13 0.00 2103 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.586 102 18.61 C 1.98 0.1 12 0.00 2104 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.572 108 16.06 C 1.98 0.1 12 3.02 2105 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.584 104 18.61 C 1.98 0.1 12 3.02 2106 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.581 106 18.45 C 1.97 0.1 12 0.00 2107 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.585 104 18.63 C 1.98 0.1 12 0.00 2108 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.685 106 23.80 C 1.98 0.1 14 3.02

 



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Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

2201 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.398 107 81.62 C 0.04 0.4 43 4.37 2202 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.407 102 66.56 C 1.75 0.1 13 0.00 2203 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.390 102 57.27 C 2.44 0.5 50 4.15 2204 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.349 107 71.05 C 0.71 0.3 30 0.00 2205 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.401 104 65.42 C 1.74 0.1 14 0.00 2206 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.405 106 66.15 C 1.77 0.1 13 4.37 2207 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.364 102 50.85 C 2.46 0.5 52 0.00 2208 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.386 108 56.39 C 2.44 0.4 49 4.15 2209 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.385 104 55.91 C 2.44 0.5 52 4.15 2210 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.389 106 56.82 C 2.46 0.5 50 0.00 2211 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.379 102 60.62 C 1.74 0.1 13 4.37 2212 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.401 108 66.03 C 1.69 0.2 25 0.00 2213 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.373 104 53.08 C 2.45 0.5 52 0.00 2214 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.363 106 50.59 C 2.46 0.5 50 4.15 2215 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.394 106 63.91 C 1.75 0.1 11 0.00 2216 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.388 104 62.75 C 1.74 0.1 14 4.37 3001 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.532 106 690.37 C ‐0.03 ‐10 0.70 3.01 3002 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.531 104 691.36 C ‐0.02 ‐10 0.41 3.01

3003 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.534 106 690.69 C ‐0.03 ‐10 0.92 0.00 3004 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.531 104 689.41 C ‐0.02 ‐10 0.63 0.00 3005 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐T 0.453 104 626.88 T ‐0.03 11 1.83 0.00 3006 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.533 102 689.22 C 0.03 ‐10 0.91 0.00 3007 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐T 0.453 104 624.94 T ‐0.03 11 1.89 3.01 3008 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.531 102 688.91 C 0.02 ‐10 0.69 3.01 3101 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.285 105 8.36 T ‐1.08 0.0 08 0.00 3102 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.299 105 8.46 T ‐1.14 0.0 08 2.70 3103 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.276 107 8.44 T ‐1.03 0.0 09 2.70 3104 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.288 103 8.29 T ‐1.09 0.0 09 0.00 3105 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.274 107 8.27 T ‐1.03 0.0 08 0.00 3106 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.297 103 8.38 T ‐1.14 0.0 08 2.70 3107 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.288 103 9.84 C 0.85 0.16 2.70 3108 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.285 103 4.14 T 1.11 0.08 0.00 3201 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.496 107 74.55 C 0.66 0.1 18 0.00 3202 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.509 103 76.66 C 0.68 0.1 13 4.15 3203 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.409 103 65.43 C 0.62 0.0 06 0.00 3204 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.395 107 62.97 C 0.60 0.1 11 3.93

3205 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.458 105 68.66 C 0.63 0.1 15 4.15 3206 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.487 105 72.96 C 0.67 0.1 13 0.00 3207 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.360 101 57.62 C 0.54 0.0 08 3.93 3208 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.377 101 59.77 C 0.60 0.1 11 0.00 3209 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.360 105 57.49 C 0.54 0.0 08 0.00 3210 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.383 105 61.41 C 0.56 0.0 06 3.93 3211 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.459 101 68.71 C 0.63 0.1 15 0.00 3212 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.476 101 71.15 C 0.66 0.1 17 4.15 3213 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.349 103 54.10 C 0.64 0.0 09 3.93 3214 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.337 107 53.38 C 0.54 0.0 07 0.00 3215 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.432 107 64.28 C 0.63 0.1 14 4.15 3216 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.447 103 65.40 C 0.74 0.1 16 0.00 3301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.246 102 6.26 C 0.00 0.08 8 3.81 3302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.239 108 6.02 C 0.00 0.09 9 0.00 3303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.264 104 6.80 C 0.00 0.08 8 0.00 3304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.162 105 3.75 C 0.24 0.10 0 3.81 4001 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.410 106 522.63 C 0.27 9.16 0.00 4002 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.411 104 525.87 C 0.01 ‐9..07 3.01

 



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Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

4003 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.407 106 520.34 C 0.14 ‐8.96 0.00 4004 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.412 104 525.23 C 0.01 ‐9.26 0.00 4005 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐T 0.357 104 478.37 T 0.01 10 0.82 0.00 4006 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.406 102 519.30 C ‐0.14 ‐8 8.96 0.00 4007 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐T 0.356 104 476.57 T 0.00 10 0.84 3.01 4008 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.408 102 521.59 C ‐0.28 9.06 0.00 4101 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.277 103 10.08 C 0.83 0.1 16 0.00 4102 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.277 107 12.88 C 0.82 0.1 14 2.38 4103 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.236 107 6.98 T ‐0.93 0.0 04 2.38 4104 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.276 101 12.89 C 0.82 0.1 13 0.00 4105 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.233 105 10.24 C 0.67 0.1 14 0.00 4106 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.268 103 6.95 T ‐1.09 0.0 03 2.38 4107 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.285 103 10.38 C 0.89 0.1 14 2.38 4108 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.278 103 3.90 T 1.12 0.06 0.00 4201 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.446 107 74.53 C 0.44 0.0 08 0.00 4202 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.418 103 69.07 C 0.45 0.1 16 3.93 4203 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.334 103 57.68 C 0.45 0.0 09 0.00 4204 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.360 107 62.90 C 0.45 0.0 00 3.73

4205 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.390 105 64.79 C 0.40 0.1 11 3.93 4206 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.399 105 65.41 C 0.46 0.1 15 0.00 4207 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.301 101 52.73 C 0.36 0.0 05 3.73 4208 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.338 101 58.46 C 0.46 0.0 01 0.00 4209 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.303 105 53.07 C 0.37 0.0 04 0.00 4210 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.307 105 53.64 C 0.38 0.0 08 3.73 4211 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.387 101 64.13 C 0.41 0.1 12 0.00 4212 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.424 101 70.36 C 0.45 0.0 09 3.93 4213 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.290 103 48.72 C 0.49 0.0 06 3.73 4214 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.282 107 49.03 C 0.37 0.0 05 0.00 4215 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.369 107 60.78 C 0.41 0.1 12 3.93 4216 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.377 103 60.51 C 0.54 0.1 13 0.00 4301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.145 103 2.86 C 0.27 0.08 8 0.00 4302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.127 107 3.24 C 0.21 0.07 3.36 4303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.167 103 4.28 C 0.28 0.08 8 3.36 4304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.144 107 3.91 C 0.23 0.07 0.00 5001 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.419 106 368.53 C 0.02 ‐5.08 3.01 5002 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.418 104 366.94 C ‐0.01 ‐5.11 3.01

5003 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.420 106 368.54 C 0.01 ‐5..18 0.00 5004 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.419 104 366.96 C ‐0.01 ‐5.21 0.00 5005 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐T 0.372 104 340.18 T ‐0.01 7..21 0.00 5006 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.417 102 366.22 C ‐0.01 ‐5.13 0.00 5007 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐T 0.371 104 338.76 T ‐0.02 7..24 3.01 5008 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.416 102 366.21 C ‐0.02 ‐5.03 3.01 5101 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.272 103 9.51 C 0.54 0.08 8 0.00 5102 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.277 107 9.87 C 0.52 0.10 0 2.05 5103 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.230 107 4.14 T ‐0.57 0.06 2.05 5104 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.274 101 9.90 C 0.52 0.09 9 0.00 5105 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.228 105 9.60 C 0.40 0.08 8 0.00 5106 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.269 103 4.09 T ‐0.70 0.05 2.05 5107 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.284 103 9.70 C 0.57 0.08 8 2.05 5108 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.279 103 3.03 T 0.76 0.04 4 0.00 5201 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.365 107 62.89 C 0.50 0.1 15 0.00 5202 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.381 103 66.17 C 0.50 0.0 02 3.73 5203 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.328 103 57.45 C 0.61 ‐0.0 03 0.00 5204 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.312 107 54.29 C 0.60 0.0 09 3.55

 



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Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

5205 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.338 105 58.20 C 0.47 0.0 08 3.73 5206 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.359 105 60.87 C 0.57 0.0 04 0.00 5207 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.275 101 48.58 C 0.48 0.0 01 3.55 5208 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.289 101 49.48 C 0.61 0.0 08 0.00 5209 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.275 104 43.13 C 0.81 ‐0.1 15 0.00 5210 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.292 106 45.94 C 0.85 ‐0.1 19 3.55 5211 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.341 101 58.89 C 0.47 0.0 07 0.00 5212 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.344 101 58.68 C 0.50 0.1 14 3.73 5213 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.259 103 42.93 C 0.63 0.0 03 3.55 5214 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.245 107 42.42 C 0.49 0.0 01 0.00 5215 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.313 107 53.35 C 0.47 0.0 07 3.73 5216 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.327 103 53.89 C 0.62 0.0 09 0.00 5301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.146 103 2.84 C 0.31 0.08 0.00 5302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.130 103 0.94 T ‐0.33 0.0 07 0.00 5303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.162 103 4.04 C 0.31 0.08 2.90 5304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.131 107 3.72 C 0.24 0.07 0.00 6001 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.415 106 220.78 C 0.11 3..12 0.00 6002 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.413 104 226.24 C 0.03 2..63 0.00

6003 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.397 106 219.41 C 0.07 ‐2.43 0.00 6004 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.406 104 222.83 C 0.02 ‐2.59 0.00 6005 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐T 0.355 104 205.53 T 0.01 4..04 0.00 6006 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.395 102 217.78 C ‐0.07 ‐2.43 0.00 6007 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.358 108 192.05 C ‐0.41 2.52 0.00 6008 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.411 102 219.15 C ‐0.11 3.05 0.00 6101 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.272 103 7.37 C 0.54 0.11 0.00 6102 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.463 105 3.27 T 1.29 0.05 0.00 6103 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.233 103 1.59 C ‐0.64 0.02 1.73 6104 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.485 105 8.99 T ‐1.29 0.0 07 1.73 6105 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.239 103 1.43 C ‐0.64 0.03 0.00 6106 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.235 103 2.71 T ‐0.68 ‐0.0 01 1.73 6107 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.306 103 7.60 C 0.68 0.09 9 1.73 6108 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.302 103 2.37 T 0.87 0.01 0.00 6201 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.477 107 64.18 C 0.15 0.2 22 3.55 6202 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.437 103 58.49 C 0.25 0.1 10 0.00 6203 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.335 103 46.39 C 0.29 0.0 05 0.00 6204 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.401 107 51.50 C ‐0.55 0.2 20 0.00

6205 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.395 105 52.34 C 0.22 0.1 17 0.00 6206 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.383 105 53.38 C 0.03 0.1 10 3.55 6207 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.290 101 41.99 C 0.00 0.1 14 0.00 6208 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.349 101 43.63 C ‐0.55 0.1 18 3.39 6209 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.296 104 35.39 C 0.59 ‐0.0 03 0.00 6210 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.278 106 33.45 C 0.55 0.0 01 3.39 6211 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.389 101 51.78 C 0.21 0.1 15 3.55 6212 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.433 102 55.68 C 0.15 0.3 39 0.00 6213 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.268 103 35.76 C 0.31 ‐0.0 02 3.39 6214 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.247 107 35.24 C 0.01 0.1 15 3.39 6215 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.350 107 46.07 C 0.21 0.1 16 0.00 6216 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.351 102 44.16 C 0.19 0.3 35 3.55 6301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.129 103 0.55 C ‐0.34 0.01 2.45 6302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.163 103 0.30 C 0.43 0.06 6 2.45 6303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.164 103 4.43 C ‐0.35 0.03 0.00 6304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.136 103 1.57 T 0.35 0.04 4 0.00 7001 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.297 106 138.31 C 0.04 ‐1..14 1.59 7002 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.328 104 140.32 C ‐0.05 1..93 0.00

 



29 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

7003 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.297 106 138.20 C 0.04 ‐1.20 0.00 7004 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.304 104 139.70 C ‐0.01 ‐1 1.34 0.00 7005 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.117 106 84.29 C 0.23 0.9 95 0.00 7006 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.091 104 80.74 C ‐0.01 ‐0.41 1.60 7007 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.102 106 83.46 C ‐0.06 ‐0.64 0.00 7008 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.092 104 80.39 C 0.00 ‐0.4 46 0.00 7009 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.092 104 71.99 T 0.00 0.8 83 0.00 7010 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.100 102 81.39 C 0.06 ‐0.6 63 0.00 7011 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.092 104 71.58 T ‐0.01 0.8 84 1.60 7012 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.108 102 82.22 C ‐0.23 0.7 77 0.00 7013 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.265 108 122.91 C 0.12 ‐1.11 0.00 7014 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.288 102 134.63 C ‐0.04 ‐1 1.14 0.00 7015 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.272 108 123.53 C ‐0.08 1.20 0.00 7016 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.291 102 135.22 C 0.21 1..10 0.00 7101 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.127 103 4.46 C 0.31 0.02 0.00 7102 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.205 103 3.24 T ‐0.48 0.0 07 1.49 7103 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.130 103 2.87 C 0.24 0.07 0.00 7104 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.108 103 0.24 T ‐0.26 0.0 03 0.00

7105 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.129 103 1.52 C 0.35 0.01 0.00 7106 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.190 105 2.84 T ‐0.49 0.0 04 1.49 7107 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.092 101 2.53 C ‐0.17 0.05 0.00 7108 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.098 103 1.00 T ‐0.25 0.0 02 0.00 7109 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.094 107 0.97 T ‐0.25 0.0 01 0.00 7110 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.095 103 0.96 T 0.26 0.01 0.00 7111 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.132 103 1.38 C ‐0.34 0.02 0.00 7112 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.135 103 2.14 T 0.38 0.01 0.00 7113 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.104 103 2.02 C ‐0.23 0.03 0.00 7114 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.101 103 0.51 T 0.28 0.01 0.00 7115 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.177 103 4.48 C ‐0.41 0.05 0.00 7116 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.178 103 2.82 T 0.48 0.02 0.00 7201 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.232 107 31.52 C 0.01 0.1 10 0.00 7202 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.220 103 26.48 C 0.63 0.2 22 0.00 7203 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.094 102 16.20 C 0.21 ‐0.0 08 0.00 7204 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.108 107 25.33 C 0.10 0.1 11 2.00 7205 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.111 107 25.22 C 0.02 0.1 14 2.13 7206 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.115 103 27.17 C 0.13 ‐0.0 02 0.00

7207 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.094 103 23.55 C 0.08 0.0 08 0.00 7208 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.090 107 21.73 C 0.10 ‐0.0 07 1.89 7209 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.128 104 27.00 C 0.18 0.0 02 0.00 7210 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.172 105 22.31 C ‐0.48 0.1 12 2.23 7211 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.103 104 20.54 C 0.17 0.0 05 2.13 7212 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.095 102 17.77 C 0.20 ‐0.0 02 2.00 7213 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.089 101 20.50 C 0.10 0.0 08 0.00 7214 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.100 105 23.48 C 0.09 0.0 08 0.00 7215 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.080 101 21.26 C 0.08 0.0 02 1.89 7216 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.065 106 14.51 T 0.16 0.0 06 0.00 7217 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.086 104 17.05 C 0.17 ‐0.0 03 0.00 7218 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.077 105 19.77 C 0.07 0.0 05 1.89 7219 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.097 101 24.66 C 0.07 0.0 04 0.00 7220 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.093 104 19.94 C 0.15 0.0 00 0.00 7221 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.091 106 15.72 C 0.20 ‐0.0 06 2.00 7222 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.090 102 19.97 C 0.02 0.1 12 0.00 7223 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.234 101 30.80 C 0.08 0.1 11 2.23 7224 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.110 101 26.81 C 0.09 0.0 02 0.00

 



30 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

7225 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.066 106 15.62 T 0.17 0.0 03 1.89 7226 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.067 106 13.12 C 0.14 ‐0.0 01 0.00 7227 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.085 106 16.50 C 0.16 0.0 03 0.00 7228 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.087 102 20.99 C 0.05 0.0 08 2.13 7229 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.090 103 17.38 C 0.18 0.0 01 2.00 7230 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.093 106 17.17 C 0.20 ‐0.0 01 0.00 7231 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.116 106 22.70 C 0.18 0.0 08 2.23 7232 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.115 103 24.77 C 0.16 0.0 01 0.00 7301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.085 103 0.00 C ‐0.22 0.0 07 2.10 7302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.109 103 0.26 C ‐0.27 0.1 10 0.00 7303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.057 103 1.02 C ‐0.14 0.0 02 1.87 7304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.058 103 0.06 T ‐0.15 0.0 04 0.00 7305 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.067 103 1.85 C ‐0.15 0.0 04 0.00 7306 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.062 107 1.66 C 0.14 0.03 0.00 7307 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.102 103 2.62 C ‐0.23 0.0 03 0.00 7308 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.084 103 0.88 T 0.22 0.00 0.00 8001 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.064 107 25.90 C ‐0.44 0.1 15 0.00 8002 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.067 104 36.04 C ‐0.24 0.2 20 0.00

8003 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.073 106 36.94 C 0.29 0.2 25 1.50 8004 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.067 108 30.30 T ‐0.38 0.3 32 0.00 8005 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.037 106 10.90 C 0.27 0.2 22 0.00 8006 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.032 106 4.63 C ‐0.37 ‐0.1 12 0.00 8007 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.036 102 7.65 T 0.31 0.27 0.00 8008 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.021 107 3.34 C 0.26 0.05 0.75 8009 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.054 104 28.05 T 0.26 ‐0.2 21 1.50 8010 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.055 106 29.54 T ‐0.25 ‐0.20 1.50 8011 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.056 104 28.22 T 0.27 ‐0.2 24 0.00 8012 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.056 106 29.74 T ‐0.27 ‐0.22 0.00 8013 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.027 106 4.58 C ‐0.07 ‐0.3 32 0.00 8014 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.024 106 4.37 T ‐0.19 ‐0.2 23 1.50 8015 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.018 106 3.49 C 0.06 0.20 0.75 8016 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.025 106 4.90 T ‐0.20 ‐0.2 23 0.00 8101 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.252 107 2.62 T 0.60 0.08 1.25 8102 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.156 107 4.20 C 0.30 0.08 8 1.25 8103 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.614 105 2.02 T 1.80 0.02 1.25 8104 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.119 107 3.17 C 0.31 0.01 1.25

8105 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.250 107 4.57 C 0.55 0.10 0 1.25 8106 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.146 107 4.76 C 0.18 0.13 3 0.00 8107 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.256 105 1.78 T ‐0.64 0.07 0.00 8108 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.138 107 0.18 C ‐0.38 0.02 0.00 8109 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.621 105 6.32 T ‐1.77 0.03 0.00 8110 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.203 107 0.28 T ‐0.59 0.01 0.00 8111 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.247 107 0.64 C ‐0.55 0.11 0.00 8112 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.094 107 0.02 C ‐0.11 0.10 1.25 8113 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.116 107 0.70 T ‐0.33 0.01 0.00 8114 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.132 107 0.02 T ‐0.37 0.02 1.25 8115 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.124 107 0.94 T ‐0.34 0.01 0.00 8116 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.202 107 0.67 T ‐0.57 0.02 1.25 8117 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.101 107 0.52 C ‐0.12 0.10 1.25 8118 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.102 107 0.41 T ‐0.13 0.10 0.00 8119 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.156 107 2.08 T 0.45 0.00 0 1.25 8120 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.173 107 4.09 C 0.42 0.04 4 0.00 8121 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.227 107 1 1.25 1.09 T 0.66 0.01 8122 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.229 107 3.57 C 0.61 0.03 3 0.00

 



31 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

8123 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.109 107 0.64 C 0.24 ‐0.0 07 1.25 8124 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.129 107 0.40 C 0.18 0.12 1.25 8201 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.314 107 25.52 C 0.04 0.0 06 0.00 8202 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.311 103 25.49 C 0.02 0.0 06 0.00 8203 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.381 103 20.27 C ‐0.45 0.0 06 1.95 8204 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.253 107 19.92 C 0.07 0.0 03 1.95 8205 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.212 101 2.57 C 0.53 0.01 1.95 8206 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.121 102 11.76 C 0.14 0.0 04 1.95 8207 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.085 102 6.32 C 0.13 0.01 0.00 8208 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.068 102 2.68 C 0.14 0.03 1.95 8209 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.267 104 19.18 C 0.15 ‐0.0 01 0.00 8210 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.226 105 18.61 C 0.02 0.0 04 1.95 8211 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.402 101 22.13 C ‐0.45 0.0 04 0.00 8212 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.108 108 9.22 C 0.15 0.01 1.95 8213 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.209 103 2.38 C 0.53 0.01 0.00 8214 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.113 106 10.97 C 0.13 0.0 03 0.00 8215 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.078 102 4.98 C 0.13 0.01 1.95 8216 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.080 107

0.09 C 0.22 0.00 1.95 8217 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.330 101 27.35 C 0.06 0.0 01 0.00 8218 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.236 101 19.57 C 0.00 0.0 04 1.95 8219 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.130 104 13.90 C 0.14 0.0 01 1.95 8220 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.108 106 9.51 C 0.15 ‐0.01 1.95 8221 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.113 102 10.41 C 0.14 0.0 03 0.00 8222 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.091 108 6.38 C 0.15 0.02 1.95 8223 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.062 103 0.08 C 0.17 0.01 1.95 8224 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.084 107 0.62 C 0.22 0.00 0.00 8225 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.232 107 18.12 C 0.08 0.0 02 1.95 8226 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.216 103 17.70 C 0.04 0.0 02 1.95 8227 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.099 104 7.99 C 0.14 0.02 0.00 8228 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.115 106 10.89 C 0.14 0.0 00 0.00 8229 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.106 106 9.69 C 0.14 0.02 1.95 8230 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.098 104 7.38 C 0.15 0.02 0.00 8231 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.079 105 0.34 C 0.21 0.02 1.95 8232 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.078 105 0.47 C 0.20 0.02 0.00 8301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.108 107 0.16 C 0.27 0.10 0.00 8302 ST T PIPS20 (AISC SE ECTIONS)

PASS LRFD‐H1‐1B‐T 0.077 107 0.10 T 0.18 0.09 9 1.77 8303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.166 107 0.87 C ‐0.42 0.09 1.77 8304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.102 107 1.92 T ‐0.25 0.04 0.00 8305 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.069 107 0.01 C ‐0.19 0.00 1.77 8306 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.053 107 0.20 T ‐0.14 0.00 0.00 8307 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.076 107 0.38 T 0.20 0.04 4 1.77 8308 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.093 107 2.08 C 0.22 0.03 3 0.00 8309 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.092 107 0.06 T 0.25 ‐0.01 1.77 8310 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.124 107 2.81 C 0.29 0.01 1 0.00 8311 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.050 107 0.12 C 0.13 0.00 0 1.77 8312 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.059 107 0.42 C 0.15 0.00 0 0.00 ********** END OF TABULATED RESU ULT OF DESIGN **********

 



32 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

3.4 3.4.1

EXIST TING W/ ADDITIIONAL 4.5M HEIIGHT + PROPOSE ED LOAD 59 ‐4.92541e‐008 37.5808 1.48674; 6 60 ‐4.08931e‐016 3 3.33929 9; AD INPUT STAA 0206e‐016 15 2.69643; 61 ‐3.69569e‐016 9 3.01786; 62 ‐3.30   482e‐016 27 2.05357; 63 ‐2.90844e‐016 21 2.375; 64 ‐2.514 STAAD SP PACE BONTOC RELAY__WITH 4.5M ADTL. HEIGHT + PROPOSE ED LOAD START JOB INFORMATION RED BY: ENGR. WILFREDO B B. QUEBRAL * PREPAR * REVIEW WED BY: ENGR. DOMINADOR R SORIANO ENGINEER DATE 23‐Aug‐11 END JOB IINFORMATION INPUT WIIDTH 79 UNIT MET TER KN JOINT COORDINATES 3.5; 2 ‐3.5 0 3.5; 3 3.5 0 ‐3.5; 4 3.5 0 3.5; 7 ‐3.33929 3 ‐ 1 ‐3.5 0 ‐3 3.33929; 929 3 3.33929; 10 ‐3.17857 6 ‐ 8 ‐3.33929 3 ‐2.04466e‐016; 9 ‐3.339 3.17857; 9 ‐3.01786; 13 ‐3.01786 9 ‐ 11 ‐3.17857 6 3.17857; 12 ‐3.01786 9 1.84784e‐016; 12 ‐2.85714; 16 ‐2.85714 12 2 14 ‐3.01786 9 3.01786; 15 ‐2.85714 1 2.85714; 17 ‐2.69643 15 ‐2.69643; 18 ‐2.69643 15 ‐1.65103e‐016; 19 ‐ 15 2.69643; 2.69643 1 20 ‐2.53571 18 ‐2.53571; 21 ‐2.53571 18 2.53571; 22 ‐2.375 21 ‐ 2.375; 75 21 2.375; 25 ‐2.21429 24 4 ‐ 23 ‐2.375 21 ‐1.45422e‐016; 24 ‐2.37 2.21429; 7 27 ‐2.05357; 28 ‐2.05357 2 27 ‐ 26 ‐2.21429 24 2.21429; 27 ‐2.05357 1.25741e‐016; 6 30 ‐1.89286; 31 ‐1.89286 3 30 29 ‐2.05357 27 2.05357; 30 ‐1.89286 1.89286; 32 ‐1.73214 33 ‐1.73214; 33 ‐1.73214 33 ‐1.0606e‐016; 34 ‐ 33 1.73214; 1.73214 3 35 ‐1.57143 36 ‐1.57143; 36 ‐1.57143 36 1.57143; 37 ‐1.48674 37.5808 ‐1.48674; 674; 38 ‐1.48674 37.5808 ‐4.92541e‐008; 39 ‐1.48674 37.5808 1.486 40 ‐1.41071 39 ‐1.41071; 41 ‐1.41071 39 1.41071; 42 ‐1.3255 40.5906 ‐1.3255; 4 ‐1.3255 40.5906 1.3255; 4 45 ‐ 43 ‐1.3255 40.5906 1.19634e‐007; 44 1.25; 1.25 42 ‐1 46 ‐1.25 4 42 1.25; 47 ‐1.25 43.5 ‐1.25; 48 ‐1.25 43.5 ‐7.65379e‐01 17; 49 ‐1.25 4 43.5 1.25; 50 ‐1.25 45 ‐1.25; 51 ‐1.25 45 1.25; 52 ‐1.25 46.5 ‐1.25 5; 53 ‐1.25 4 46.5 ‐7.65379e‐017; 54 ‐1.25 5 46.5 1.25; 55 ‐1.25 48 ‐1.2 25; 56 ‐1.25 4 48 0; 57 ‐1.25 48 1.25; 58 ‐1.19634e‐007 40.5906 ‐1.325 55;

53076e‐016 43.5 1.25; 65 ‐2.12119e‐016 33 1.73214; 66 ‐1.5 3.33929; 69 0 9 ‐3.01786; 70 0 0 67 ‐1.53076e‐016 46.5 1.25; 68 0 3 ‐3 15 ‐2.69643; 2.375; 72 0 27 ‐2.05357; 73 0 33 ‐1.73214; 74 0 43.5 ‐1.25; 71 0 21 ‐2 75 0 46.5 ‐1.25; 76 0 48 ‐1.25; 77 0 48 8 1.25; 78 4.92541e‐008 37.5808 ‐1.48674; 34e‐007 40.5906 1.3255; 80 0 1.25 42 ‐1.25; 81 1.25 42 79 1.1963 1.25; 3.5 ‐1.25; 83 1.25 43.5 2.296 614e‐016; 84 1.25 43.5 1.25; 82 1.25 43 85 1.25 45 5 ‐1.25; 86 1.25 45 1.25; 87 1.25 46.5 ‐1.25; 88 1.25 46 6.5 2.29614e‐016; 89 1.25 4 46.5 1.25; 90 1.25 48 ‐1.25; 91 1.25 48 8 2.22045e‐016; 92 1.25 48 1.25; 93 1.3255 40.5906 ‐ 1.3255; 5 40.5906 ‐1.19634e‐007; 95 5 1.3255 40.5906 1.3255; 94 1.3255 96 1.4107 71 39 ‐1.41071; 97 1.41071 39 1.41071; 98 1.48674 37.5808 ‐1.48674; 74 37.5808 4.92541e‐008; 100 1.48674 37.5808 1.4867 74; 99 1.4867 101 1.571 143 36 ‐1.57143; 102 1.5714 43 36 1.57143; 103 1.73214 4 33 ‐1.73214; 214 33 3.18179e‐016; 105 1 1.73214 33 1.73214; 106 104 1.732 1.89286 3 30 ‐1.89286; 107 1.892 286 30 1.89286; 108 2.05357 27 ‐2.05357; 109 2.05357 7 27 3.7722 22e‐016; 110 2.053 357 27 2.05357; 111 2.21429 24 ‐2.21429; 112 2.21429 9 24 2.2142 29; 113 2.375 5 21 ‐2.375; 114 2.375 21 4.3 36266e‐016; 115 2.375 21 2.375; 571 18 ‐2.53571; 117 2.5357 71 18 2.53571; 118 2.69643 3 116 2.535 15 ‐2.69643; 643 15 4.9531e‐016; 120 2.6 69643 15 2.69643; 121 119 2.696 2.85714 1 12 ‐2.85714; 122 2.857 714 12 2.85714; 123 3.01786 9 ‐3.01786; 124 3.01786 9 9 5.54353e‐‐016; 125 3.017 786 9 3.01786; 126 3.17857 6 ‐3.17857; 127 3.17857 6 3.17857; 929 3 ‐3.33929; 129 3.33929 9 3 6.13397e‐016; 130 128 3.339 3.33929 3 3 3.33929; 131 ‐1.25 49.125 ‐1.25; 132 ‐1.25 49.125 1.25; 133 1.25 49.125 ‐ 1.25; 49.125 1.25; 135 ‐1.25 50.25 5 ‐1.25; 136 ‐1.25 50.25 1.25 5; 134 1.25 4 137 1.25 5 50.25 ‐1.25; 138 1.25 50.25 1.25; 139 ‐1.25 51.375 ‐1.25 5; 140 ‐1.25 51.375 1.25; 141 1.25 51.37 75 ‐1.25; 142 1.25 51.375 1.25;

1.25; 145 1.25 52.5 ‐1.25; 143 ‐1.25 52.5 ‐1.25; 144 ‐1.25 52.5 1 52.5 1.25; 147 0 51.375 ‐1.25; 148 0 49.125 ‐1.25; 146 1.25 5 149 ‐1.25 51.375 ‐7.65379e‐017; 150 0 ‐1.25 49.125 ‐7.65379e‐017; 076e‐016 51.375 1.25; 152 ‐1.53076e‐016 49.125 1.25;; 151 ‐1.530 153 1.25 5 51.375 2.29614e‐016; 154 1 1.25 49.125 2.29614e‐016; 155 0 52.5 5 ‐1.25; 156 ‐1.25 52.5 0; 157 0 52.5 1.25; 158 8 1.25 52.5 2.22045e‐016; MEMBER INCIDENCES 9 11; 1005 128 126; 1006 130 1001 1 7; 1002 2 9; 1003 7 10; 1004 9 127; 28; 1008 4 130; 1101 8 7; 11 102 9 8; 1103 7 68; 1104 60 9; 1007 3 12 1105 68 1 128; 1106 130 60; 1107 128 129; 1108 129 130; 1201 8 1; 1202 2 8; 0; 1203 8 10 1204 11 8 8; 1205 1 68; 1206 60 2; 120 07 10 68; 1208 60 11; 1209 68 126; 1213 126 129; 1214 129 127 7; 1210 127 60; 1211 68 3; 1212 4 60; 1 29; 1215 3 12 1216 129 4; 2001 10 12; 2002 11 14; 2003 12 15; 2004 14 16; 2005 123 121; 14 2006 125 122; 2007 126 123; 2008 127 125; 2101 13 12; 2102 1 12 69; 13; 2103 1 2104 61 1 14; 2105 69 123; 2106 125 6 61; 2107 123 124; 2108 124 4 125; 2201 1 13 10; 2202 11 1 13; 2203 13 15; 2204 16 13; 2205 10 69; 2206 61 11; 2207 15 6 69; 2208 61 1 16; 2209 69 121; 2210 122 6 61; 2211 69 126; 2212 127 6 61; 2213 121 124; 2214 124 122; 2215 126 124; 2216 124 127; 3001 15 17; 3002 1 16 17 20; 19; 3003 1 3004 19 2 21; 3005 118 116; 3006 120 117; 3007 121 118; 3008 1 122 120; 3101 1 18 17; 3102 19 1 18; 3103 17 70; 3104 62 19; 3105 70 118; 3106 120 62;; 3107 118 119; 18; 3203 18 20; 3204 21 18;; 3108 119 120; 3201 18 15; 3202 16 1 70; 3205 15 7 3206 62 1 16; 3207 20 70; 3208 62 21; 3209 70 116; 3210 117 62;; 3211 70 1 121; 3212 122 62; 3213 116 119; 3214 119 117; 3215 121 119; 3216 119 122; 70; 3302 62 18; 3303 70 119 9; 3304 119 62; 4001 20 22;; 3301 18 7 4002 21 2 24; 4003 22 2 25; 4004 24 26; 4005 113 11 11; 4006 115 112; 4007 116 6 113; 4008 8 117 115; 4101 23 2 22; 4102 24 23; 4103 22 71; 4104 63 24; 4105 71 113; 4106 115 63;

 



33 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

4107 113 114; 4108 114 115; 4201 2 23 20; 4202 21 23; 4203 23 25; 23; 4204 26 2 4205 20 7 71; 4206 63 21; 4207 25 71;; 4208 63 26; 4209 71 111; 4210 112 63; 116; 4212 117 63; 4213 111 1 114; 4214 114 112; 4215 1 116 4211 71 1 114; 4 117; 4301 23 71; 4302 63 2 23; 4303 71 114; 4304 114 63; 4216 114 5001 25 2 27; 5002 26 2 29; 5003 27 30; 5004 29 31;; 5005 108 106; 5006 110 107; 5007 111 108; 28; 5103 27 72; 5104 64 29;; 5008 112 110; 5101 28 27; 5102 29 2 108; 5105 72 1 5106 110 64; 5107 108 109; 5108 10 09 110; 5201 28 25; 5202 26 6 28; 5203 28 30; 28; 5205 25 72; 5206 64 26;; 5207 30 72; 5208 64 31; 5204 31 2 5209 72 1 106; 5210 107 7 64; 5211 72 111; 5212 112 2 64; 5213 106 109; 5214 10 09 107; 28 72; 5302 64 28; 5303 72 5215 111 109; 5216 109 112; 5301 2 4 109 64; 109; 5304 6001 30 3 32; 6002 31 34; 6003 32 35;; 6004 34 36; 6005 103 101;; 6006 105 102; 6 103; 6008 107 105; 6101 3 33 32; 6102 34 33; 6103 32 73; 6007 106 6104 65 3 34; 6105 73 1 103; 6106 105 65; 6107 103 3 104; 6108 104 105; 6201 3 33 30; 6202 31 33; 35; 6204 36 33; 6205 30 73;; 6206 65 31; 6207 35 73; 6203 33 3 6208 65 3 36; 6209 73 1 101; 6210 102 65; 6211 73 1 106; 6212 107 65; 6213 101 1 104; 6214 4 104 102; 6215 106 6 104; 6216 104 107; 6301 3 33 73; 6302 65 33; 6303 73 104; 6304 4 104 65; 7001 35 3 37; 7002 36 39; 7003 37 40;; 7004 39 41; 7005 40 42; 7006 41 4 44; 7007 42 4 45; 7008 44 46; 7009 93 80;; 7010 95 81; 7011 96 93; 7012 97 9 95; 7013 98 9 96; 7014 100 97; 7015 101 9 98; 7016 102 100; 7101 38 37; 7102 38 3 39; 7103 43 4 42; 7104 43 44; 7105 78 37;; 7106 59 39; 7107 58 42; 7108 79 4 44; 7109 58 9 93; 7110 79 95; 7111 78 98;; 7112 59 100; 7113 94 93; 7114 94 9 95; 7115 99 9 98; 7116 99 100; 7201 38 35 5; 7202 36 38; 7203 38 40; 7204 41 3 38; 7205 43 4 40; 7206 41 43; 7207 43 45;; 7208 46 43; 7209 35 78; 7210 59 3 36;

7211 40 5 58; 7212 40 78; 7213 59 41; 7214 79 41; 7215 45 58; 7216 79 4 46; 7217 58 8 80; 7218 81 79; 7219 58 96; 7220 78 96; 7221 97 59; 7222 97 7 79; 7223 78 1 101; 7224 102 59; 7225 80 9 94; 7226 94 81; 7227 96 94;; 7228 94 9 97; 7229 96 9 99; 7230 99 97; 7231 101 99 9; 7232 99 102; 7301 38 78;; 7302 59 3 38; 7303 43 5 58; 7304 79 43; 7305 58 94; 7306 94 79; 7307 78 99; 7308 99 5 59; 8001 45 4 47; 8002 46 49; 8003 47 50; 8004 49 51; 8005 50 52; 8006 51 5 54; 8007 52 5 55; 8008 54 57; 8009 80 82; 8010 81 84; 8011 82 85; 8012 84 8 86; 8013 85 8 87; 8014 86 89; 8015 87 90; 8016 89 92; 8101 48 47; 8102 49 4 48; 8103 53 5 52; 8104 54 53; 8105 56 55; 8106 57 56; 8107 47 74; 8108 66 4 49; 8109 52 7 75; 8110 67 54; 8111 55 76; 8112 77 57; 8113 74 82; 8114 84 6 66; 8115 75 8 87; 8116 89 67; 8117 76 90; 8118 92 77; 8119 82 83; 8120 83 8 84; 8121 87 8 88; 8122 88 89; 8123 90 91; 8124 91 92; 8201 48 45; 8202 46 4 48; 8203 48 5 50; 8204 51 48; 8205 53 50; 8206 51 53; 8207 53 55; 8208 57 5 53; 8209 45 7 74; 8210 66 46; 8211 50 74; 8212 66 51; 8213 50 75; 8214 67 5 51; 8215 55 7 75; 8216 67 57; 8217 74 80; 8218 81 66; 8219 74 85; 8220 86 6 66; 8221 75 8 85; 8222 86 67; 8223 75 90; 8224 92 67; 8225 80 83; 8226 83 8 81; 8227 85 8 83; 8228 83 86; 8229 85 88; 8230 88 86; 8231 90 88; 8232 88 9 92; 8301 48 7 74; 8302 66 48; 8303 53 75; 8304 67 53; 8305 56 76; 8306 77 5 56; 8307 74 8 83; 8308 83 66; 8309 75 88; 8310 88 67; 8311 76 91; 8312 91 7 77; 9001 55 1 131; 9002 57 132; 9003 131 1 135; 9004 132 136; 9005 1 135 139; 140 144; 9009 90 133; 9010 92 9006 136 140; 9007 139 143; 9008 1 134; 137 141; 9014 138 142; 9015 9011 133 137; 9012 134 138; 9013 1 141 145; 132 150; 9103 149 139; 9104 9016 142 146; 9101 150 131; 9102 1 140 149;

9105 156 143; 9106 144 156; 9107 131 148; 9108 152 132; 9109 9 139 147; 4 9110 151 140; 9111 143 155; 9112 157 144; 9113 148 133; 9114 134 152; 9 9115 147 141; 9116 142 151; 9117 155 145; 9118 146 157; 9119 133 154; 4 9120 154 134; 9121 141 153; 9122 153 142; 9123 145 158; 9124 158 146; 135 9201 150 55; 9202 57 150; 9203 150 135; 9204 136 150; 9205 1 149; 9206 136 149; 9207 149 143; 9208 149 144; 9209 55 148; 9210 152 57; 9211 135 148; 9212 152 136; 9213 135 147; 9214 136 151; 9215 147 143; 138 9216 151 144; 9217 148 90; 9218 92 152; 9219 148 137; 9220 1 152; 9221 137 147; 9222 138 151; 9223 147 145; 9224 151 146; 9225 90 154; 9226 154 92; 9227 137 154; 9228 154 138; 9229 137 153; 9230 138 153; 9231 153 145; 9232 153 146; 9301 149 147; 9302 151 149; 9303 155 156; 8 9304 156 157; 9305 147 153; 9306 153 151; 9307 158 155; 9308 157 158; * MATERIAL START DEFINE M ISOTROPIIC STEEL E 2.05e+0 008 POISSON 0 0.3 DENSITY 76.8195 2e‐005 ALPHA 1.2 DAMP 0.03 END DEFIINE MATERIAL * MEMBER PROPERTY AMERICAN * ************************************** *********** TOWER LEGS **************** ************************************** 1001 TO 1 1008 TABLE ST PIPS120 2001 TO 2 2008 TABLE ST PIPS100 3001 TO 3 3008 TABLE ST PIPS100 4001 TO 4 4008 TABLE ST PIPS100 5001 TO 5 5008 TABLE ST PIPS80 6001 TO 6 6008 TABLE ST PIPS60 7001 TO 7 7016 TABLE ST PIPS50 8001 TO 8 8016 TABLE ST PIPS40

 



34 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

* ************************************* *******TO OWER HORIZONTAL ************* ************************************* 1101 TO 1 1108 TABLE LD L25254 SP 0.01 2101 TO 2 2108 TABLE LD L25254 SP 0.01 3101 TO 3 3108 TABLE LD L25254 SP 0.01 4101 TO 4 4108 TABLE LD L25254 SP 0.01 5101 TO 5 5108 TABLE LD L20204 SP 0.01 6101 TO 6 6108 TABLE LD L20204 SP 0.01 7101 TO 7 7116 TABLE LD L20204 SP 0.01 8101 TO 8 8124 TABLE LD L20204 SP 0.01 * ************************************* ****** TOW WER DIAGONAL *************** ************************************* 1201 TO 1 1216 TABLE ST PIPS40 2201 TO 2 2216 TABLE ST PIPS40 3201 TO 3 3216 TABLE ST PIPS35 4201 TO 4 4216 TABLE ST PIPS35 5201 TO 5 5216 TABLE ST PIPS35 6201 TO 6 6216 TABLE ST PIPS30 7201 TO 7 7232 TABLE ST PIPS25 8201 TO 8 8232 TABLE ST PIPS20 * ************************************* ***** INTE ERNAL HOR. BRACING ********* ************************************* 3301 TO 3 3304 TABLE ST PIPS20 4301 TO 4 4304 TABLE ST PIPS20 5301 TO 5 5304 TABLE ST PIPS20 6301 TO 6 6304 TABLE ST PIPS20 7301 TO 7 7308 TABLE ST PIPS20 8301 TO 8 8312 TABLE ST PIPS20 * ************************************* *** ADDIT TIONAL 4.5M HEIGHT ********* ************************************* 9001 TO 9 9016 TABLE ST PIPS40 9101 TO 9 9124 TABLE ST PIPS25 9201 TO 9 9232 TABLE ST PIPS25 9301 TO 9 9308 TABLE ST PIPS20 * NTS CONSTAN MATERIA AL STEEL ALL * TS SUPPORT

1 TO 4 PIN NNED LOAD 1 SE ELFWEIGHT SELFWEIG GHT Y ‐1.15 * LOAD 2 ANTENNA & APPURTENANCES DEAD LOAD AD JOINT LOA ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FY ‐0.206 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FY ‐0.151 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FY ‐0.184 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FY ‐‐1.717 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FY ‐‐1.717 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FY ‐‐0.687 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FY ‐0.9 932 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FY ‐0.9 932 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FY ‐0.9 932 ****** PRO OPOSED 322‐HOPS ANTENN NA ****** * 3.2 MW @ ELEV. 40M 40 45 FY ‐‐2.305 * 3.2 MW @ ELEV. 30M FY ‐2.305 135 139 F ** FEEDER R CABLE ** 7 9 128 13 30 FY ‐0.652 12 14 123 3 125 FY ‐0.652 17 19 118 8 120 FY ‐0.652 22 24 113 3 115 FY ‐0.652 27 29 108 8 110 FY ‐0.652 32 34 103 3 105 FY ‐0.652 37 39 98 1 100 FY ‐0.652 47 49 82 8 84 FY ‐0.652 139 TO 14 42 FY ‐0.652 * LOAD 3 ANTENNA & APPURTENANCES WIND +X (0 DEG) AD JOINT LOA ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX 0.797

* CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX 0.081 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX 0.308 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX 4 4.894 MY ‐2.447 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX 4 4.617 MY 2.308 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX 1 1.497 MY 0.749 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.69 97 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.69 97 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX 0.67 77 MY 0.338 ******* PR ROPOSED 322‐HOPS ANTEN NNA ****** * 3.2 MW @ ELEV. 39M 40 45 FX 1 12.128 MY ‐6.064 * 3.2 MW @ ELEV. 51M 135 143 F FX 12.833 MY ‐6.416 ** FEEDER R CABLE ** 7 9 128 13 30 FX 0.938 12 14 123 3 125 FX 1.092 17 19 118 8 120 FX 1.211 22 24 113 3 115 FX 1.297 27 29 108 8 110 FX 1.366 32 34 103 3 105 FX 1.424 37 39 98 1 100 FX 1.474 47 49 82 8 84 FX 1.519 139 TO 14 42 FX 1.166 * LOAD 4 AN NTENNA & APPURTENANCE ES WIND +X+Z (45 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX 0.564 FZ 0.564 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX 0.057 FZ 0.057 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX 0.217 FZ 0.217 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX 3 3.46 FZ 3.46 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX 3 3.264 FZ 3.264

 



35 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

* 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX 1.058 FZ 1.058 W @ LEG B, ELEV 15.0.0M * 0.60 MW 19 FX 0.49 93 FZ 0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.49 93 FZ 0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX 0.47 78 FZ 0.478 ******* PR ROPOSED 322‐HOPS ANTEN NNA ****** * 3.2 MW @ ELEV. 39M 8.575 FZ 8.575 40 45 FX 8 * 3.2 MW @ ELEV. 51.0M 9.073 FZ 9.073 27 32 FX 9 ** FEEDER CABLE ** 7 9 128 130 FX 0.663 FZ 0.663 3 125 FX 0.772 FZ 0.772 12 14 123 17 19 118 8 120 FX 0.856 FZ 0.856 22 24 113 3 115 FX 0.917 FZ 0.917 27 29 108 8 110 FX 0.966 FZ 0.966 32 34 103 3 105 FX 1.007 FZ 1.007 37 39 98 100 FX 1.042 FZ 1.042 84 FX 1.074 FZ 1.074 47 49 82 8 139 TO 14 42 FX 0.824 FZ 0.824 * ANTENNA & APPURTENANCES WIND +Z (90 DEG) LOAD 5 A JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FZ 0.797 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FZ 0.081 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FZ 0.308 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 4.894 MY 2.447 50 52 FZ 4 * 2.0 MW @ LEG B, ELEV 34.50M 4.617 MY 2.308 34 36 FZ 4 * 1.2 MW @ LEG B, ELEV 21.0.0M 1.497 MY 0.749 24 26 FZ 1 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FZ 0.69 97 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FZ 0.69 97 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FZ 0.67 77 MY 0.338 ******* PR ROPOSED 322‐HOPS ANTEN NNA ******

* 3.2 MW @ ELEV. 39M 12.128 MY ‐6.064 40 45 FZ 1 * 3.2 MW @ ELEV. 48M FZ 12.833 MY ‐6.416 135 143 F ** FEEDER R CABLE ** 7 9 128 13 30 FZ 0.938 12 14 123 3 125 FZ 1.092 17 19 118 8 120 FZ 1.211 22 24 113 3 115 FZ 1.297 27 29 108 8 110 FZ 1.366 32 34 103 3 105 FZ 1.424 37 39 98 1 100 FZ 1.474 47 49 82 8 84 FZ 1.519 139 TO 14 42 FZ 1.166 * LOAD 6 ANTENNA & APPURTENANCES WIND ‐X+Z (135 DEG) AD JOINT LOA ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX ‐0.564 FZ 0.564 4 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX ‐0.057 FZ 0.057 7 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX ‐0.217 FZ 0.217 7 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX ‐‐3.46 FZ 3.46 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX ‐‐3.264 FZ 3.264 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX ‐‐1.058 FZ 1.058 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.4 493 FZ 0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.4 493 FZ 0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX ‐0.4 478 FZ 0.478 ******* PR ROPOSED 322‐HOPS ANTEN NNA ****** * 3.2 MW @ ELEV. 39M 40 45 FX ‐‐8.575 FZ 8.575 * 3.2 MW @ ELEV. 51.0M 27 32 FX ‐‐9.073 FZ 9.073 ** FEEDER R CABLE ** 7 9 128 13 30 FX ‐0.663 FZ 0.663 12 14 123 3 125 FX ‐0.772 FZ 0.772 17 19 118 8 120 FX ‐0.856 FZ 0.856 22 24 113 3 115 FX ‐0.917 FZ 0.917

27 29 108 8 110 FX ‐0.966 FZ 0.966 32 34 103 3 105 FX ‐1.007 FZ 1.007 37 39 98 1 100 FX ‐1.042 FZ 1.042 47 49 82 8 84 FX ‐1.074 FZ 1.074 139 TO 14 42 FX ‐0.824 FZ 0.824 * NTENNA & APPURTENANCE ES WIND ‐X (180 DEG) LOAD 7 AN JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX ‐0.797 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX ‐0.081 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX ‐0.308 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX ‐‐4.894 MY ‐2.447 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX ‐‐4.617 MY 2.308 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX ‐‐1.497 MY 0.749 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.6 697 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.6 697 MY 0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX ‐0.6 677 MY 0.338 ******* PR ROPOSED 322‐HOPS ANTEN NNA ****** * 3.2 MW @ ELEV. 39M 40 45 FX ‐‐12.128 MY ‐6.064 * 3.2 MW @ ELEV. 51M FX ‐12.833 MY ‐6.416 135 143 F ** FEEDER R CABLE ** 7 9 128 13 30 FX ‐0.938 12 14 123 3 125 FX ‐1.092 17 19 118 8 120 FX ‐1.211 22 24 113 3 115 FX ‐1.297 27 29 108 8 110 FX ‐1.366 32 34 103 3 105 FX ‐1.424 37 39 98 1 100 FX ‐1.474 47 49 82 8 84 FX ‐1.519 139 TO 14 42 FX ‐1.166 * LOAD 8 AN NTENNA & APPURTENANCE ES WIND ‐X‐Z (225 DEG) JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ******

 



36 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

* GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX ‐0.564 FZ ‐0.564 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX ‐0.057 FZ ‐0.057 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX ‐0.217 FZ ‐0.21 17 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FX ‐‐3.46 FZ ‐3.46 * 2.0 MW @ LEG B, ELEV 34.50M 34 36 FX ‐‐3.264 FZ ‐3.264 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FX ‐‐1.058 FZ ‐1.058 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.4 493 FZ ‐0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX ‐0.4 493 FZ ‐0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FX ‐0.4 478 FZ ‐0.478 ******* PR ROPOSED 322‐HOPS ANTEN NNA ****** * 3.2 MW @ ELEV. 39M 40 45 FX ‐‐8.575 FZ ‐8.575 * 3.2 MW @ ELEV. 51.0M 27 32 FX ‐‐9.073 FZ ‐9.073 ** FEEDER CABLE ** 7 9 128 130 FX ‐0.663 FZ ‐0.663 3 125 FX ‐0.772 FZ ‐0.772 12 14 123 17 19 118 8 120 FX ‐0.856 FZ ‐0.856 22 24 113 3 115 FX ‐0.917 FZ ‐0.917 27 29 108 8 110 FX ‐0.966 FZ ‐0.966 32 34 103 3 105 FX ‐1.007 FZ ‐1.007 37 39 98 100 FX ‐1.042 FZ ‐1.042 84 FX ‐1.074 FZ ‐1.074 47 49 82 8 139 TO 14 42 FX ‐0.824 FZ ‐0.824 * ANTENNA & APPURTENANCES WIND ‐Z (270 DEG) LOAD 9 A JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FZ ‐0.797 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FZ ‐0.081 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FZ ‐0.308 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 50 52 FZ ‐‐4.894 MY ‐2.447

* 2.0 MW @ LEG B, ELEV 34.50M 34 36 FZ ‐‐4.617 MY ‐2.308 * 1.2 MW @ LEG B, ELEV 21.0.0M 24 26 FZ ‐‐1.497 MY ‐0.749 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FZ ‐0.6 697 MY ‐0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FZ ‐0.6 697 MY ‐0.349 * 0.60 MW W @ LEG B, ELEV 15.0.0M 16 FZ ‐0.6 677 MY ‐0.338 ******* PR ROPOSED 322‐HOPS ANTEN NNA ****** * 3.2 MW @ ELEV. 39M 40 45 FZ ‐‐12.128 MY ‐6.064 * 3.2 MW @ ELEV. 51M FZ ‐12.833 MY ‐6.416 135 143 F ** FEEDER R CABLE ** 7 9 128 13 30 FZ ‐0.938 12 14 123 3 125 FZ ‐1.092 17 19 118 8 120 FZ ‐1.211 22 24 113 3 115 FZ ‐1.297 27 29 108 8 110 FZ ‐1.366 32 34 103 3 105 FZ ‐1.424 37 39 98 1 100 FZ ‐1.474 47 49 82 8 84 FZ ‐1.519 139 TO 14 42 FZ ‐1.166 * ANTENNA & APPURTENANCES WIND +X‐Z (315 DEG)) LOAD 10 A JOINT LOA AD ****** EXIISTING PANEL ANTENNAS ****** * GSM 900 0 ELEV 47.5M 54 57 87 8 89 90 92 FX 0.564 FZ ‐0.564 4 * CANOPY Y/BRO @ 48M 54 57 87 8 89 90 92 FX 0.057 FZ ‐0.057 7 * GSM 180 00 ELEV 41.0M 42 44 TO 46 81 95 FX 0.217 FZ ‐0.217 7 ****** EXIISTING MW ANTENNAS ******** * 2.0 MW @ LEG A, ELEV 45.50M 3.46 FZ ‐3.46 50 52 FX 3 * 2.0 MW @ LEG B, ELEV 34.50M 3.264 FZ ‐3.264 34 36 FX 3 * 1.2 MW @ LEG B, ELEV 21.0.0M 1.058 FZ ‐1.058 24 26 FX 1 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.49 93 FZ ‐0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M 19 FX 0.49 93 FZ ‐0.493 * 0.60 MW W @ LEG B, ELEV 15.0.0M

78 FZ ‐0.478 16 FX 0.47 ******* PR ROPOSED 322‐HOPS ANTEN NNA ****** * 3.2 MW @ ELEV. 39M 8.575 FZ ‐8.575 40 45 FX 8 * 3.2 MW @ ELEV. 51.0M 9.073 FZ ‐9.073 27 32 FX 9 ** FEEDER R CABLE ** 7 9 128 13 30 FX 0.663 FZ ‐0.663 12 14 123 3 125 FX 0.772 FZ ‐0.772 17 19 118 8 120 FX 0.856 FZ ‐0.856 22 24 113 3 115 FX 0.917 FZ ‐0.917 27 29 108 8 110 FX 0.966 FZ ‐0.966 32 34 103 3 105 FX 1.007 FZ ‐1.007 37 39 98 1 100 FX 1.042 FZ ‐1.042 47 49 82 8 84 FX 1.074 FZ ‐1.074 139 TO 14 42 FX 0.824 FZ ‐0.824 * TOWER WIND +X LOAD 11 T MEMBER LOAD * TOWER LEG 1004 UNI GX 0.964 1001 TO 1 2001 TO 2 2004 UNI GX 0.951 3001 TO 3 3004 UNI GX 1.037 4001 TO 4 4004 UNI GX 1.089 5001 TO 5 5004 UNI GX 1.088 6001 TO 6 6004 UNI GX 0.749 7001 TO 7 7008 UNI GX 0.639 8001 TO 8 8008 UNI GX 0.514 9001 TO 9 9008 UNI GX 0.518 * TOWER HORIZONTAL 2 UNI GX 0.188 1101 1102 2101 2102 2 UNI GX 0.219 3101 3102 2 UNI GX 0.239 4101 4102 2 UNI GX 0.251 5101 5102 2 UNI GX 0.248 6101 6102 2 UNI GX 0.223 7101 TO 7 7104 UNI GX 0.227 8101 TO 8 8106 UNI GX 0.225 9101 TO 9 9106 UNI GX 0.227 * TOWER DIAGONAL 1204 UNI GX 0.304 1201 TO 1 2201 TO 2 2204 UNI GX 0.355 3201 TO 3 3204 UNI GX 0.388 4201 TO 4 4204 UNI GX 0.407 5201 TO 5 5204 UNI GX 0.442 6201 TO 6 6204 UNI GX 0.397 7201 TO 7 7208 UNI GX 0.331

 



37 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

8201 TO 8 8208 UNI GX 0.329 9201 TO 9 9208 UNI GX 0.227 * WIND DIAGONAL +X+Z (4 45 DEG.) LOAD 12 W MEMBER LOAD VE ALONG X DIRECTION ** RESOLV * TOWER LEG 1004 UNI GX 1.075 1001 TO 1 2001 TO 2 2004 UNI GX 1.057 3001 TO 3 3004 UNI GX 1.164 4001 TO 4 4004 UNI GX 1.236 5001 TO 5 5004 UNI GX 1.225 6001 TO 6 6004 UNI GX 0.841 7001 TO 7 7008 UNI GX 0.729 8001 TO 8 8008 UNI GX 0.588 9001 TO 9 9008 UNI GX 0.59 * TOWER HORIZONTAL 1101 1102 UNI GX 0.148 2101 2102 UNI GX 0.173 3101 3102 UNI GX 0.19 4101 4102 UNI GX 0.202 5101 5102 UNI GX 0.198 6101 6102 UNI GX 0.177 7104 UNI GX 0.183 7101 TO 7 8101 TO 8 8106 UNI GX 0.182 9101 TO 9 9106 UNI GX 0.183 * TOWER DIAGONAL 1201 TO 1 1204 UNI GX 0.239 2201 TO 2 2204 UNI GX 0.279 3201 TO 3 3204 UNI GX 0.307 4201 TO 4 4204 UNI GX 0.327 5201 TO 5 5204 UNI GX 0.352 6201 TO 6 6204 UNI GX 0.315 7201 TO 7 7208 UNI GX 0.267 8201 TO 8 8208 UNI GX 0.266 9201 TO 9 9208 UNI GX 0.183 ** RESOLV VE ALONG Z DIRECTION * TOWER LEG 1001 1003 1005 1007 UNI GZ 1.075 2001 2003 2005 2007 UNI GZ 1.057 3001 3003 3005 3007 UNI GZ 1.164 4001 4003 4005 4007 UNI GZ 1.236 5001 5003 5005 5007 UNI GZ 1.225 6001 6003 6005 6007 UNI GZ 0.841 7001 7003 7005 7007 7009 7011 7013 7015 UNI GZ 0.729 8001 8003 8005 8007 8009 8011 8013 8015 UNI GZ 0.588 9001 9003 9005 9007 9009 9011 9013 9015 UNI GZ 0.59

* TOWER HORIZONTAL 1103 1105 UNI GZ 0.148 2103 2105 UNI GZ 0.173 3103 3105 UNI GZ 0.19 4103 4105 UNI GZ 0.202 5103 5105 UNI GZ 0.198 6103 6105 UNI GZ 0.177 7105 7107 7109 7111 UNI GZ 0.183 NI GZ 0.182 8107 8109 8111 8113 8115 8117 UN NI GZ 0.183 9107 9109 9111 9113 9115 9117 UN * TOWER DIAGONAL 1205 1207 1209 1211 UNI GZ 0.239 2205 2207 2209 2211 UNI GZ 0.279 3205 3207 3209 3211 UNI GZ 0.307 4205 4207 4209 4211 UNI GZ 0.327 5205 5207 5209 5211 UNI GZ 0.352 6205 6207 6209 6211 UNI GZ 0.315 20 7223 UNI GZ 0.267 7209 7211 7212 7215 7217 7219 722 21 8223 UNI GZ 0.266 8209 8211 8213 8215 8217 8219 822 21 9223 UNI GZ 0.183 9209 9211 9213 9215 9217 9219 922 * TOWER WIND +Z (90 DEG.) LOAD 13 T MEMBER LOAD 1001 1003 1005 1007 UNI GZ 0.964 2001 2003 2005 2007 UNI GZ 0.951 3001 3003 3005 3007 UNI GZ 1.037 4001 4003 4005 4007 UNI GZ 1.089 5001 5003 5005 5007 UNI GZ 1.088 6001 6003 6005 6007 UNI GZ 0.749 7001 7003 7005 7007 7009 7011 7013 7015 UNI GZ 0.639 8001 8003 8005 8007 8009 8011 8013 8015 UNI GZ 0.514 9001 9003 9005 9007 9009 9011 9013 9015 UNI GZ 0.518 * TOWER HORIZONTAL 1103 1105 UNI GZ 0.188 2103 2105 UNI GZ 0.219 3103 3105 UNI GZ 0.239 4103 4105 UNI GZ 0.251 5103 5105 UNI GZ 0.248 6103 6105 UNI GZ 0.223 7105 7107 7109 7111 UNI GZ 0.227 NI GZ 0.225 8107 8109 8111 8113 8115 8117 UN NI GZ 0.227 9107 9109 9111 9113 9115 9117 UN * TOWER DIAGONAL 1205 1207 1209 1211 UNI GZ 0.304 2205 2207 2209 2211 UNI GZ 0.355 3205 3207 3209 3211 UNI GZ 0.388 4205 4207 4209 4211 UNI GZ 0.407

5205 5207 5209 5211 UNI GZ 0.442 6205 6207 6209 6211 UNI GZ 0.397 20 7223 UNI GZ 0.331 7209 7211 7212 7215 7217 7219 722 21 8223 UNI GZ 0.329 8209 8211 8213 8215 8217 8219 822 21 9223 UNI GZ 0.227 9209 9211 9213 9215 9217 9219 922 * TOWER WIND +Z‐X (135 5 DEG.) LOAD 14 T MEMBER LOAD VE ALONG X DIRECTION ** RESOLV * TOWER LEG 1001 1003 1005 1007 UNI GZ 1.075 2001 2003 2005 2007 UNI GZ 1.057 3001 3003 3005 3007 UNI GZ 1.164 4001 4003 4005 4007 UNI GZ 1.236 5001 5003 5005 5007 UNI GZ 1.225 6001 6003 6005 6007 UNI GZ 0.841 13 7015 UNI GZ 0.729 7001 7003 7005 7007 7009 7011 701 13 8015 UNI GZ 0.588 8001 8003 8005 8007 8009 8011 801 13 9015 UNI GZ 0.59 9001 9003 9005 9007 9009 9011 901 * TOWER HORIZONTAL 1103 1105 UNI GZ 0.148 2103 2105 UNI GZ 0.173 3103 3105 UNI GZ 0.19 4103 4105 UNI GZ 0.202 5103 5105 UNI GZ 0.198 6103 6105 UNI GZ 0.177 7105 7107 7109 7111 UNI GZ 0.183 9 8111 8113 8115 8117 UN NI GZ 0.182 8107 8109 9107 9109 9 9111 9113 9115 9117 UN NI GZ 0.183 * TOWER DIAGONAL 1205 1207 1209 1211 UNI GZ 0.239 2205 2207 2209 2211 UNI GZ 0.279 3205 3207 3209 3211 UNI GZ 0.307 4205 4207 4209 4211 UNI GZ 0.327 5205 5207 5209 5211 UNI GZ 0.352 6205 6207 6209 6211 UNI GZ 0.315 20 7223 UNI GZ 0.267 7209 7211 7212 7215 7217 7219 722 21 8223 UNI GZ 0.266 8209 8211 8213 8215 8217 8219 822 21 9223 UNI GZ 0.183 9209 9211 9213 9215 9217 9219 922 VE ALONG Z DIRECTION ** RESOLV * TOWER LEG 1008 UNI GX ‐1.075 1005 TO 1 2005 TO 2 2008 UNI GX ‐1.057 3005 TO 3 3008 UNI GX ‐1.164 4005 TO 4 4008 UNI GX ‐1.236 5005 TO 5 5008 UNI GX ‐1.225 6005 TO 6 6008 UNI GX ‐0.841

 



38 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

7009 TO 7 7016 UNI GX ‐0.729 8009 TO 8 8016 UNI GX ‐0.588 9009 TO 9 9016 UNI GX ‐0.59 * TOWER HORIZONTAL 1107 1108 UNI GX ‐0.148 2107 2108 UNI GX ‐0.173 3107 3108 UNI GX ‐0.19 4107 4108 UNI GX ‐0.202 5107 5108 UNI GX ‐0.198 6107 6108 UNI GX ‐0.177 7113 TO 7 7116 UNI GX ‐0.183 8119 TO 8 8124 UNI GX ‐0.182 9119 TO 9 9124 UNI GX ‐0.183 * TOWER DIAGONAL 1216 UNI GX ‐0.239 1213 TO 1 2213 TO 2 2216 UNI GX ‐0.279 3213 TO 3 3216 UNI GX ‐0.307 4213 TO 4 4216 UNI GX ‐0.327 5213 TO 5 5216 UNI GX ‐0.352 6213 TO 6 6216 UNI GX ‐0.315 7225 TO 7 7232 UNI GX ‐0.267 8225 TO 8 8232 UNI GX ‐0.266 9225 TO 9 9232 UNI GX ‐0.183 * DEG.) LOAD 15 TOWER WIND ‐X (180 D MEMBER LOAD * TOWER LEG 1008 UNI GX ‐0.964 1005 TO 1 2005 TO 2 2008 UNI GX ‐0.951 3005 TO 3 3008 UNI GX ‐1.037 4005 TO 4 4008 UNI GX ‐1.089 5005 TO 5 5008 UNI GX ‐1.088 6005 TO 6 6008 UNI GX ‐0.749 7009 TO 7 7016 UNI GX ‐0.639 8009 TO 8 8016 UNI GX ‐0.514 9009 TO 9 9016 UNI GX ‐0.518 * TOWER HORIZONTAL 1107 1108 UNI GX ‐0.188 2107 2108 UNI GX ‐0.219 3107 3108 UNI GX ‐0.239 4107 4108 UNI GX ‐0.251 5107 5108 UNI GX ‐0.248 6107 6108 UNI GX ‐0.223 7116 UNI GX ‐0.227 7113 TO 7 8119 TO 8 8124 UNI GX ‐0.225 9119 TO 9 9124 UNI GX ‐0.227 * TOWER DIAGONAL

1213 TO 1 1216 UNI GX ‐0.304 2213 TO 2 2216 UNI GX ‐0.355 3213 TO 3 3216 UNI GX ‐0.388 4213 TO 4 4216 UNI GX ‐0.407 5213 TO 5 5216 UNI GX ‐0.442 6213 TO 6 6216 UNI GX ‐0.397 7225 TO 7 7232 UNI GX ‐0.331 8225 TO 8 8232 UNI GX ‐0.329 9225 TO 9 9232 UNI GX ‐0.227 LOAD 16 T TOWER WIND ‐X‐Z (225 DEG.) MEMBER LOAD ** RESOLV VE ALONG X DIRECTION * TOWER LEG 1005 TO 1 1008 UNI GX ‐1.075 2005 TO 2 2008 UNI GX ‐1.057 3005 TO 3 3008 UNI GX ‐1.164 4005 TO 4 4008 UNI GX ‐1.236 5005 TO 5 5008 UNI GX ‐1.225 6005 TO 6 6008 UNI GX ‐0.841 7009 TO 7 7016 UNI GX ‐0.729 8009 TO 8 8016 UNI GX ‐0.588 9009 TO 9 9016 UNI GX ‐0.59 * TOWER HORIZONTAL 1107 1108 UNI GX ‐0.148 2107 2108 UNI GX ‐0.173 3107 3108 UNI GX ‐0.19 4107 4108 UNI GX ‐0.202 5107 5108 UNI GX ‐0.198 6107 6108 UNI GX ‐0.177 7113 TO 7 7116 UNI GX ‐0.183 8119 TO 8 8124 UNI GX ‐0.182 9119 TO 9 9124 UNI GX ‐0.183 * TOWER DIAGONAL 1216 UNI GX ‐0.239 1213 TO 1 2213 TO 2 2216 UNI GX ‐0.279 3213 TO 3 3216 UNI GX ‐0.307 4213 TO 4 4216 UNI GX ‐0.327 5213 TO 5 5216 UNI GX ‐0.352 6213 TO 6 6216 UNI GX ‐0.315 7225 TO 7 7232 UNI GX ‐0.267 8225 TO 8 8232 UNI GX ‐0.266 9225 TO 9 9232 UNI GX ‐0.183 ** RESOLV VE ALONG Z DIRECTION * TOWER LEG 1002 1004 1006 1008 UNI GZ ‐1.075 2002 2004 2006 2008 UNI GZ ‐1.057 3002 3004 3006 3008 UNI GZ ‐1.164

4002 4004 4 4006 4008 UNI GZ ‐1.236 2008 5002 2 5004 5006 5008 UNI GZ ‐1 1.225 2008 6002 2 6004 6006 6008 UNI GZ ‐0 0.841 7002 7004 4 7006 7008 7010 7012 701 14 7016 UNI GZ ‐0.729 8002 8004 4 8006 8008 8010 8012 801 14 8016 UNI GZ ‐0.588 9002 9004 4 9006 9008 9010 9012 901 14 9016 UNI GZ ‐0.59 * TOWER HORIZONTAL 6 UNI GZ ‐0.148 1104 1106 2104 2106 6 UNI GZ ‐0.173 3104 3106 6 UNI GZ ‐0.19 4104 4106 6 UNI GZ ‐0.202 5104 5106 6 UNI GZ ‐0.198 6104 6106 6 UNI GZ ‐0.177 7106 7108 8 7110 7112 UNI GZ ‐0.183 8108 8110 0 8112 8114 8116 8118 UN NI GZ ‐0.182 9108 9110 0 9112 9114 9116 9118 UN NI GZ ‐0.183 ** TOWER R DIAGONAL 1206 1208 8 1210 1212 UNI GZ ‐0.239 2206 2208 8 2210 2212 UNI GZ ‐0.279 3206 3208 8 3210 3212 UNI GZ ‐0.307 4206 4208 8 4210 4212 UNI GZ ‐0.327 5206 5208 8 5210 5212 UNI GZ ‐0.352 6206 6208 8 6210 6212 UNI GZ ‐0.315 7210 7213 7214 7216 7218 7221 722 22 7224 UNI GZ ‐0.267 2 8214 8216 8218 8220 822 22 8224 UNI GZ ‐0.266 8210 8212 9210 9212 2 9214 9216 9218 9220 922 22 9224 UNI GZ ‐0.183 LOAD 17 T TOWER WIND ‐Z (270 D DEG.) MEMBER LOAD * TOWER LEG 4 1006 1008 UNI GZ ‐0.964 1002 1004 2002 2004 4 2006 2008 UNI GZ ‐0.951 3002 3004 4 3006 3008 UNI GZ ‐1.037 4002 4004 4 4006 4008 UNI GZ ‐1.089 2008 5002 2 5004 5006 5008 UNI GZ ‐1 1.088 2008 6002 2 6004 6006 6008 UNI GZ ‐0 0.749 7002 7004 4 7006 7008 7010 7012 701 14 7016 UNI GZ ‐0.639 8002 8004 4 8006 8008 8010 8012 801 14 8016 UNI GZ ‐0.514 9002 9004 4 9006 9008 9010 9012 901 14 9016 UNI GZ ‐0.518 * TOWER HORIZONTAL 6 UNI GZ ‐0.188 1104 1106 2104 2106 6 UNI GZ ‐0.219 3104 3106 6 UNI GZ ‐0.239 4104 4106 6 UNI GZ ‐0.251 5104 5106 6 UNI GZ ‐0.248 6104 6106 6 UNI GZ ‐0.223 7106 7108 8 7110 7112 UNI GZ ‐0.227 8108 8110 0 8112 8114 8116 8118 UN NI GZ ‐0.225

 



39 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

9108 9110 9112 9114 9116 9118 UN NI GZ ‐0.227 R DIAGONAL ** TOWER 1206 1208 1210 1212 UNI GZ ‐0.304 2206 2208 2210 2212 UNI GZ ‐0.355 3206 3208 3210 3212 UNI GZ ‐0.388 4206 4208 4210 4212 UNI GZ ‐0.407 5206 5208 5210 5212 UNI GZ ‐0.442 6206 6208 6210 6212 UNI GZ ‐0.397 7210 7213 7214 7216 7218 7221 7222 7224 UNI GZ ‐0.331 8210 8212 8214 8216 8218 8220 8222 8224 UNI GZ ‐0.329 9210 9212 9214 9216 9218 9220 9222 9224 UNI GZ ‐0.227 5 DEG.) LOAD 18 TOWER WIND +X‐Z (315 MEMBER LOAD VE ALONG X DIRECTION ** RESOLV * TOWER LEG 1004 UNI GX 1.075 1001 TO 1 2001 TO 2 2004 UNI GX 1.057 3001 TO 3 3004 UNI GX 1.164 4001 TO 4 4004 UNI GX 1.236 5001 TO 5 5004 UNI GX 1.225 6001 TO 6 6004 UNI GX 0.841 7001 TO 7 7008 UNI GX 0.729 8001 TO 8 8008 UNI GX 0.588 9001 TO 9 9008 UNI GX 0.59 * TOWER HORIZONTAL 1101 1102 UNI GX 0.148 2101 2102 UNI GX 0.173 3101 3102 UNI GX 0.19 4101 4102 UNI GX 0.202 5101 5102 UNI GX 0.198 6101 6102 UNI GX 0.177 7104 UNI GX 0.183 7101 TO 7 8101 TO 8 8106 UNI GX 0.182 9101 TO 9 9106 UNI GX 0.183 * TOWER DIAGONAL 1204 UNI GX 0.239 1201 TO 1 2201 TO 2 2204 UNI GX 0.279 3201 TO 3 3204 UNI GX 0.307 4201 TO 4 4204 UNI GX 0.327 5201 TO 5 5204 UNI GX 0.352 6201 TO 6 6204 UNI GX 0.315 7201 TO 7 7208 UNI GX 0.267 8201 TO 8 8208 UNI GX 0.266 9201 TO 9 9208 UNI GX 0.183 ** RESOLV VE ALONG Z DIRECTION * TOWER LEG 1002 1004 1006 1008 UNI GZ ‐1.075

2002 2004 2006 2008 UNI GZ ‐1.057 3002 3004 3006 3008 UNI GZ ‐1.164 4002 4004 4006 4008 UNI GZ ‐1.236 2008 5002 5004 5006 5008 UNI GZ ‐1.225 2008 6002 6004 6006 6008 UNI GZ ‐0.841 7002 7004 7006 7008 7010 7012 7014 7016 UNI GZ ‐0.729 8002 8004 8006 8008 8010 8012 8014 8016 UNI GZ ‐0.588 9002 9004 9006 9008 9010 9012 9014 9016 UNI GZ ‐0.59 * TOWER HORIZONTAL 1104 1106 UNI GZ ‐0.148 2104 2106 UNI GZ ‐0.173 3104 3106 UNI GZ ‐0.19 4104 4106 UNI GZ ‐0.202 5104 5106 UNI GZ ‐0.198 6104 6106 UNI GZ ‐0.177 7106 7108 7110 7112 UNI GZ ‐0.183 NI GZ ‐0.182 8108 8110 8112 8114 8116 8118 UN NI GZ ‐0.183 9108 9110 9112 9114 9116 9118 UN R DIAGONAL ** TOWER 1206 1208 1210 1212 UNI GZ ‐0.239 2206 2208 2210 2212 UNI GZ ‐0.279 3206 3208 3210 3212 UNI GZ ‐0.307 4206 4208 4210 4212 UNI GZ ‐0.327 5206 5208 5210 5212 UNI GZ ‐0.352 6206 6208 6210 6212 UNI GZ ‐0.315 22 7224 UNI GZ ‐0.267 7210 7213 7214 7216 7218 7221 722 22 8224 UNI GZ ‐0.266 8210 8212 8214 8216 8218 8220 822 22 9224 UNI GZ ‐0.183 9210 9212 9214 9216 9218 9220 922 * M ANALYSIS PERFORM CHANGE * COMBINATION FOR TOWER R DESIGN ** LOAD C LOAD COM MB 101 DL + WL (0 DEG.) 1 1.2 2 1.2 2 3 1.6 11 1.6 LOAD COM MB 102 DL + WL (45 DEG.) 1 1.2 2 1.2 2 4 1.6 12 1.6 LOAD COM MB 103 DL + WL (90 DEG.) 1 1.2 2 1.2 2 5 1.6 13 1.6 LOAD COM MB 104 DL + WL (135 DEG.)) 1 1.2 2 1.2 2 6 1.6 14 1.6 LOAD COM MB 105 DL + WL (180 DEG.)) 1 1.2 2 1.2 2 7 1.6 15 1.6 LOAD COM MB 106 DL + WL (225 DEG.)) 1 1.2 2 1.2 2 8 1.6 16 1.6 LOAD COM MB 107 DL + WL (270 DEG.)) 1 1.2 2 1.2 2 9 1.6 17 1.6

LOAD COM MB 108 DL + WL (315 DEG.)) 1 1.2 2 1.2 2 10 1.6 18 1.6 * MB 111 TOTAL DL + WL (0 D DEG.) LOAD COM 1 1.0 2 1.0 0 3 1.0 11 1.0 LOAD COM MB 112 TOTAL DL + WL (45 5 DEG.) 1 1.0 2 1.0 0 4 1.0 12 1.0 LOAD COM MB 113 TOTAL DL + WL (90 0 DEG.) 1 1.0 2 1.0 0 5 1.0 13 1.0 LOAD COM MB 114 TOTAL DL + WL (13 35 DEG.) 1 1.0 2 1.0 0 6 1.0 14 1.0 LOAD COM MB 115 TOTAL DL + WL (18 80 DEG.) 1 1.0 2 1.0 0 7 1.0 15 1.0 LOAD COM MB 116 TOTAL DL + WL (22 25 DEG.) 1 1.0 2 1.0 0 8 1.0 16 1.0 LOAD COM MB 117 TOTAL DL + WL (27 70 DEG.) 1 1.0 2 1.0 0 9 1.0 17 1.0 LOAD COM MB 118 TOTAL DL + WL (31 15 DEG.) 1 1.0 2 1.0 0 10 1.0 18 1.0 * * MB 121 TOTAL DL LOAD COM 1 1.0 2 1.0 0 LOAD COM MB 122 TOTAL WL (0 DEG.) 3 1.0 11 1.0 MB 123 TOTAL WL (45 DEG.) LOAD COM 4 1.0 12 1.0 LOAD COM MB 124 TOTAL WL (90 DEG.) 5 1.0 13 1.0 LOAD COM MB 125 TOTAL WL (135 DEG.) 6 1.0 14 1.0 LOAD COM MB 126 TOTAL WL (180 DEG.) 7 1.0 15 1.0 LOAD COM MB 127 TOTAL WL (225 DEG.) 8 1.0 16 1.0 LOAD COM MB 128 TOTAL WL (270 DEG.) 9 1.0 17 1.0 LOAD COM MB 129 TOTAL WL (315 DEG.) 10 1.0 18 1.0 * PERFORM M ANALYSIS PRINT STATICS CHECK LOAD LIST T 101 TO 108 PARAMET TER 1 CODE LRF FD BEAM 1 A ALL KX 0.65 M MEMB 1001 TO 1008 1101 T TO 1108 1201 TO 1216 2001 1 TO 2008 2 2101 TO 2108 ‐

 



40 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

2201 TO 2 2216 3001 TO 3008 3101 TO 3108 3201 TO 3216 4001 1 TO 4008 ‐‐ 4101 TO 4 4108 4201 TO 4216 5001 TO 5008 5101 TO 5108 5201 1 TO 5216 ‐‐ 5301 TO 5 5304 6001 TO 6008 6101 TO 6108 6201 TO 6216 7001 1 TO 7016 ‐‐ 7101 TO 7 7116 7201 TO 7232 8001 TO 8016 8101 TO 8124 8201 1 TO 8232 MEMB 1001 TO 1008 1101 T TO 1108 1201 TO 1216 2001 1 KY 0.65 M TO 2008 2 2101 TO 2108 ‐ 2201 TO 2 2216 3001 TO 3008 3101 TO 3108 3201 TO 3216 4001 1 TO 4008 ‐‐ 4101 TO 4 4108 4201 TO 4216 5001 TO 5008 5101 TO 5108 5201 1 TO 5216 ‐‐ 5301 TO 5 5304 6001 TO 6008 6101 TO 6108 6201 TO 6216 7001 1 TO 7016 ‐‐ 7101 TO 7 7116 7201 TO 7232 8001 TO 8016 8101 TO 8124 8201 1 TO 8232 MEMB 1001 TO 1008 1101 T TO 1108 1201 TO 1216 2001 1 KZ 0.65 M TO 2008 2 2101 TO 2108 ‐ 2201 TO 2 2216 3001 TO 3008 3101 TO 3108 3201 TO 3216 4001 1 TO 4008 ‐‐ 4101 TO 4 4108 4201 TO 4216 5001 TO 5008 5101 TO 5108 5201 1 TO 5216 ‐‐ 5301 TO 5 5304 6001 TO 6008 6101 TO 6108 6201 TO 6216 7001 1 TO 7016 ‐‐ 7101 TO 7 7116 7201 TO 7232 8001 TO 8016 8101 TO 8124 8201 1 TO 8232 ALL TRACK 0 A FYLD 240 0000 MEMB 1001 TO 1008 1 1101 TO 1108 1201 TO 1216 6 2001 TO 2 2008 2101 ‐ 2102 TO 2 2108 2201 TO 2216 3001 TO 3008 3101 TO 3108 3201 1 TO 3216 3 3301 TO 3304 ‐ 4001 TO 4 4008 4101 TO 4108 4201 TO 4216 4301 TO 4304 5001 1 TO 5008 ‐‐ 5101 TO 5 5108 5201 TO 5216 5301 TO 5304 6001 TO 6008 6101 1 TO 6108 ‐‐ 6201 TO 6 6216 6301 TO 6304 7001 TO 7016 7101 TO 7116 7201 1 TO 7232 ‐‐ 7301 TO 7 7308 8001 TO 8016 8101 TO 8124 8201 TO 8232 8301 1 TO 8312 ODE ALL CHECK CO * LOAD LIST 111 TO 118 EMBER FORCES LIST 2001 2 2002 2007 2008 PRINT ME PRINT ME EMBER FORCES LIST 3001 3 3002 3007 3008 PRINT ME EMBER FORCES LIST 4001 4 4002 4007 4008

EMBER FORCES LIST 5001 5 5002 5007 5008 PRINT ME PRINT ME EMBER FORCES LIST 6001 6 6002 6007 6008 PRINT ME EMBER FORCES LIST 7001 7 7002 7015 7016 PRINT ME EMBER FORCES LIST 8001 8 8002 8009 8010 PRINT ME EMBER FORCES LIST 9001 9 9002 9009 9010 * DEAD LOAD * TOTAL D LOAD LIST T 121 PRINT SU UPPORT REACTION * TOTAL W WIND (0 DEG.) LOAD LIST T 122 PRINT SU UPPORT REACTION * TOTAL W WIND (45 DEG.) LOAD LIST T 123 PRINT SU UPPORT REACTION * TOTAL W WIND (90 DEG.) LOAD LIST T 124 PRINT SU UPPORT REACTION * TOTAL W WIND (135 DEG.) LOAD LIST T 125 PRINT SU UPPORT REACTION * TOTAL W WIND (180 DEG.) LOAD LIST T 126 PRINT SU UPPORT REACTION * TOTAL W WIND (225 DEG.) LOAD LIST T 127 PRINT SU UPPORT REACTION * TOTAL W WIND (270 DEG.) LOAD LIST T 128 PRINT SU UPPORT REACTION * TOTAL W WIND (315 DEG.) LOAD LIST T 129 * DL + WL (0 DEG.) * TOTAL D LOAD LIST T 111 PRINT SU UPPORT REACTION * TOTAL D DL + WL (45 DEG.) LOAD LIST T 112 PRINT SU UPPORT REACTION * TOTAL D DL + WL (90 DEG.) LOAD LIST T 113 PRINT SU UPPORT REACTION * TOTAL D DL + WL (135 DEG.) LOAD LIST T 114 PRINT SU UPPORT REACTION * TOTAL D DL + WL (180 DEG.) LOAD LIST T 115



PRINT SUPPORT REACTION DL + WL (225 DEG.) * TOTAL D LOAD LIST T 116 PRINT SUPPORT REACTION DL + WL (270 DEG.) * TOTAL D LOAD LIST T 117 PRINT SUPPORT REACTION DL + WL (315 DEG.) * TOTAL D LOAD LIST T 118 PRINT SUPPORT REACTION * * TER KG UNIT MET * WEIGHT T OF ADDITIONAL 4.5M HEIGHT STEEL TA AKE OFF LIST 9001 TO 9016 9101 TO 9124 9201 TO 923 32 9301 TO 9 9308 * TOTAL W WEIGHT STEEL TA AKE OFF ALL FINISH

 



41 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

3.4.2

AD RESULT ANALYSYS: 4.5M HE EIGHT PLUS PRO OPOSED STAA  

  STAAD.Prro CODE CHECKING ‐ (LRFD D 3RD EDITION) ALL UNIT TS ARE ‐ KN METE (UNLESS OTHERWISE NOTED) MEMBER R TABLE RESULT/ CRIITICAL COND/ RATIO/ LOADING G/ FX MY MZ LOCATION 1001 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.866 106 1462.67 C ‐0.09 ‐2 21.34 3.01 1002 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.862 104 1458.52 C ‐0.09 ‐2 20.94 3.01 1003 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.868 106 1462.92 C ‐0.09 ‐2 21.62 0.00 1004 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.864 104 1458.75 C ‐0.08 ‐2 21.22 0.00 1005 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.861 108 1454.93 C ‐0.19 ‐2 21.05 0.00 1006 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.862 102 1453.87 C 0.09 ‐2 21.42 0.00 1007 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.860 108 1454.72 C ‐0.18 ‐2 20.77 3.01 1008 ST T PIPS120 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.861 102 1453.63 C 0.08 ‐2 21.14 3.01 1101 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.541 102 22.87 C 1.88 0.1 14 3.34 1102 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.534 108 22.48 C 1.87 0.1 13 0.00 1103 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.545 102 22.77 C 1.90 0.1 14 0.00 1104 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.549 108 22.63 C 1.91 0.1 15 3.34 1105 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.535 104 22.68 C 1.87 0.1 13 3.34 1106 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.541 106 22.94 C 1.88 0.1 14 0.00

1107 LD L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.551 104 22.82 C 1.91 0.1 15 0.00 1108 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.543 106 22.41 C 1.89 0.1 14 3.34 1201 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐T 0.355 102 88.58 T 2.63 0.3 32 4.61 1202 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.383 104 108.60 C ‐0.39 0.34 0.00 1203 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.334 104 96.00 C 0.12 0.5 53 0.00 1204 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.351 108 66.23 C 2.33 0.7 78 0.00 1205 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.342 104 77.08 C 1.49 0.5 51 0.00 1206 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.321 105 87.75 C 0.59 0.1 15 0.00 1207 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.330 108 94.73 C 0.12 0.5 54 4.37 1208 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.307 102 86.36 C 0.58 ‐0.1 13 4.37 1209 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.351 104 66.05 C 2.32 0.7 79 4.37 1210 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.288 105 73.06 C 0.95 0.3 34 0.00 1211 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.378 108 107.26 C ‐0.39 0.33 4.61 1212 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐T 0.355 106 88.58 T 2.63 0.3 32 0.00 1213 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.289 102 80.39 C 0.60 ‐0.1 12 0.00 1214 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.295 108 81.80 C 0.62 ‐0.1 14 4.37 1215 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.342 108 95.33 C ‐0.45 0.3 32 0.00

1216 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.337 102 94.21 C ‐0.44 0.3 32 4.61 2001 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.958 106 1265.43 C 0.09 20 0.76 0.00 2002 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.957 104 1267.48 C 0.11 20 0.36 0.00 2003 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.953 106 1263.46 C 0.09 ‐20.26 0.00 2004 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.957 104 1265.53 C ‐0.05 ‐2 20.54 0.00 2005 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.947 108 1255.47 C ‐0.09 ‐2 20.14 0.00 2006 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.948 102 1255.42 C ‐0.09 ‐2 20.17 0.00 2007 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.949 108 1257.44 C 0.22 20 0.15 0.00 2008 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.951 102 1257.39 C ‐0.11 20.57 0.00 2101 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.554 102 23.44 C 2.01 0.1 11 3.02 2102 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.550 108 23.66 C 2.00 0.1 10 0.00 2103 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.558 102 23.65 C 2.02 0.1 12 0.00 2104 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.564 108 23.86 C 2.03 0.1 12 3.02 2105 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.558 103 15.05 C ‐2.16 0.0 09 0.00 2106 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.553 106 23.56 C 2.01 0.1 11 0.00 2107 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.563 104 23.82 C 2.03 0.1 12 0.00 2108 LD D L25254 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.576 106 28.92 C 2.01 0.1 13 3.02

 



42 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

2201 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.389 108 89.85 C 1.82 0.0 07 4.37 2202 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.356 104 96.13 C ‐0.05 0.9 92 0.00 2203 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.351 102 67.10 C 2.43 0.5 57 4.15 2204 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.387 108 79.50 C 2.39 0.6 60 0.00 2205 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.382 104 87.59 C 1.82 0.0 06 0.00 2206 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.352 106 77.74 C 1.84 0.0 03 4.37 2207 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.296 101 79.95 C 0.82 0.3 32 0.00 2208 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.271 102 79.81 C 0.44 0.0 09 4.15 2209 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.380 104 77.19 C 2.39 0.5 58 4.15 2210 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.351 106 66.86 C 2.44 0.5 58 0.00 2211 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.358 108 96.45 C ‐0.06 0.9 93 4.37 2212 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.342 102 91.07 C ‐0.05 0.9 94 0.00 2213 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.246 104 52.16 C 2.46 0.6 62 0.00 2214 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.257 106 60.63 C 2.44 0.5 58 4.15 2215 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.344 106 75.50 C 1.83 0.0 02 0.00 2216 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.313 102 82.19 C ‐0.05 0.9 92 4.37 3001 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.789 106 1042.98 C ‐0.03 ‐1 16.98 3.01 3002 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.784 104 1039.71 C ‐0.14 ‐1 16.53 3.01

3003 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.790 106 1043.16 C ‐0.03 ‐1 17.22 0.00 3004 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.784 104 1037.60 C ‐0.12 ‐1 16.78 0.00 3005 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.784 108 1035.56 C 0.16 ‐1 17.00 0.00 3006 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.783 102 1034.13 C 0.03 ‐1 17.01 0.00 3007 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.782 108 1035.40 C 0.18 ‐1 16.76 3.01 3008 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.781 102 1033.97 C 0.02 ‐1 16.77 3.01 3101 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.301 105 14.70 T ‐1.08 0.1 10 0.00 3102 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.313 105 14.69 T ‐1.15 0.0 09 2.70 3103 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.295 107 14.81 T ‐1.04 0.1 11 2.70 3104 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.306 103 14.56 T ‐1.10 0.1 10 0.00 3105 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.288 107 14.44 T ‐1.05 0.0 09 0.00 3106 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.313 103 14.55 T ‐1.16 0.0 09 2.70 3107 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.292 101 14.59 T ‐1.04 0.1 10 2.70 3108 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.300 103 7.15 T 1.16 0.08 0.00 3201 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.435 107 99.06 C 0.64 0.1 11 0.00 3202 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.436 104 103.21 C 0.09 0..45 0.00 3203 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.368 104 92.13 C ‐0.17 0.2 23 0.00 3204 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.372 107 84.76 C 0.69 0.0 05 3.93

3205 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.394 104 82.94 C 0.90 0.2 26 4.15 3206 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.380 105 84.43 C 0.67 0.0 06 0.00 3207 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.367 108 91.45 C ‐0.18 0.2 25 3.93 3208 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.323 102 79.39 C ‐0.15 0.2 27 0.00 3209 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.349 104 73.19 C 0.93 ‐0.2 20 0.00 3210 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.314 106 63.44 C 0.95 ‐0.2 22 3.93 3211 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.430 108 102.24 C 0.09 0.43 4.15 3212 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.388 102 91.85 C 0.07 0.4 41 0.00 3213 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.296 102 72.63 C ‐0.14 0.2 26 3.93 3214 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.281 106 54.61 C 0.96 ‐0.2 21 0.00 3215 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.326 106 64.75 C 0.93 0.2 24 4.15 3216 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.361 102 84.66 C 0.07 0.4 42 4.15 3301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.247 102 6.32 C 0.00 0.08 8 3.81 3302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.242 108 6.15 C 0.00 0.09 9 3.81 3303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.267 104 6.89 C 0.00 0.08 8 0.00 3304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.231 106 5.85 C 0.00 0.08 8 3.81 4001 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.629 106 822.24 C 0.27 14 4.57 0.00 4002 ST T PIPS100 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.631 104 822.48 C ‐0.04 ‐14 4.75 3.01

 



43 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

4003 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.628 106 819.72 C 0.14 ‐14 4.60 0.00 4004 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.631 104 821.61 C ‐0.01 ‐14 4.98 0.00 4005 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.626 108 815.81 C ‐0.03 ‐14 4.73 0.00 4006 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.622 102 811.20 C ‐0.14 ‐14 4.52 0.00 4007 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.625 108 815.87 C 0.00 ‐14 4.50 3.01 4008 ST T PIPS100 (AISC SECTIONS) PASS LRFD‐H1‐1A‐C 0.621 102 813.72 C ‐0.28 14 4.19 0.00 4101 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.269 103 12.67 C 0.79 0.1 18 0.00 4102 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.272 105 12.78 T ‐1.09 0.0 02 2.38 4103 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.248 107 12.69 T ‐0.96 0.0 04 2.38 4104 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.275 105 9.16 T 1.09 0.05 0.00 4105 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.237 107 12.38 T ‐0.95 0.0 01 0.00 4106 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.274 103 12.48 T ‐1.12 0.0 01 2.38 4107 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.274 103 13.13 C 0.85 0.1 15 2.38 4108 LD D L25254 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.291 103 6.93 T 1.18 0.05 0.00 4201 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.427 107 106.54 C 0.05 0..34 3.93 4202 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.416 104 99.93 C 0.16 0.5 50 0.00 4203 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.347 104 89.46 C 0.26 0.0 05 3.73 4204 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.372 107 91.92 C 0.45 ‐0.1 11 3.73

4205 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.389 104 87.65 C 0.69 0.3 34 3.93 4206 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.333 106 72.67 C 0.68 0.3 37 0.00 4207 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.351 108 90.60 C 0.25 0.0 07 0.00 4208 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.310 102 78.11 C 0.29 0.1 12 3.73 4209 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.344 104 78.07 C 0.75 ‐0.0 08 0.00 4210 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.279 106 60.75 C 0.73 ‐0.0 04 3.73 4211 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.424 108 101.50 C 0.16 0..52 3.93 4212 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.390 102 91.67 C 0.18 0.5 55 0.00 4213 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.274 102 68.42 C 0.29 0.1 10 0.00 4214 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.259 106 55.01 C 0.74 ‐0.0 06 0.00 4215 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.311 106 66.49 C 0.70 0.3 35 3.93 4216 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.349 102 81.44 C 0.20 0.5 52 3.93 4301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.145 103 2.97 C 0.27 0.08 8 0.00 4302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.128 107 3.35 C ‐0.21 0.06 0.00 4303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.166 103 4.38 C 0.28 0.07 3.36 4304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.144 107 4.00 C ‐0.24 0.06 3.36 5001 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.661 106 607.52 C 0.02 ‐8.20 3.01 5002 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.660 104 601.04 C ‐0.26 ‐8 8.64 3.01

5003 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.662 106 607.12 C 0.01 ‐8..31 0.00 5004 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.661 104 600.68 C ‐0.23 ‐8.75 0.00 5005 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.658 108 598.21 C 0.25 ‐8..65 0.00 5006 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.658 102 598.46 C ‐0.01 ‐8.68 0.00 5007 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.657 108 598.59 C 0.28 ‐8..53 3.01 5008 ST T PIPS80 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.657 102 598.83 C ‐0.02 ‐8.57 3.01 5101 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.266 105 8.47 T ‐0.60 0.09 0.00 5102 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.286 105 8.61 T ‐0.68 0.08 2.05 5103 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.266 107 8.52 T ‐0.59 0.09 2.05 5104 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.281 103 8.28 T ‐0.65 0.09 0.00 5105 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.249 107 8.22 T ‐0.58 0.07 0.00 5106 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.298 103 8.29 T ‐0.73 0.07 2.05 5107 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.258 103 11.73 C 0.52 0.0 09 2.05 5108 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.307 103 5.26 T 0.84 0.03 3 0.00 5201 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.398 107 98.38 C 0.49 0.0 05 0.00 5202 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.398 104 99.37 C 0.10 0.4 44 0.00 5203 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.374 103 86.58 C 0.83 ‐0.1 17 0.00 5204 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.383 107 89.72 C 0.81 ‐0.0 01 3.55

 



44 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

5205 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.396 104 91.93 C 0.75 0.1 19 3.73 5206 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.342 106 75.94 C 0.82 0.1 14 0.00 5207 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.365 101 87.09 C 0.69 ‐0.1 14 3.55 5208 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.256 102 65.32 C ‐0.03 0.3 30 0.00 5209 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.336 104 72.75 C 0.93 ‐0.3 31 0.00 5210 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.306 106 62.53 C 1.00 ‐0.3 36 3.55 5211 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.396 108 99.71 C 0.08 0.4 40 3.73 5212 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.317 102 79.37 C 0.08 0.3 33 0.00 5213 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.271 103 56.85 C 0.87 ‐0.0 09 3.55 5214 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.188 106 53.25 C 1.01 ‐0.3 33 0.00 5215 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.312 106 67.50 C 0.82 0.1 17 3.73 5216 ST T PIPS35 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.307 103 70.30 C 0.65 ‐0.0 03 0.00 5301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.135 103 2.99 C 0.30 0.11 0.00 5302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.140 103 1.14 T ‐0.35 0.1 10 0.00 5303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.144 103 4.20 C 0.31 0.11 2.90 5304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.135 103 1.65 T 0.35 0.02 0.00 6001 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.674 106 385.55 C 0.11 5..22 0.00 6002 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.671 104 390.09 C 0.23 4..81 0.00

6003 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.646 106 383.61 C 0.07 ‐4.11 0.00 6004 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.660 104 386.14 C ‐0.05 ‐4 4.56 0.00 6005 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.652 108 382.88 C 0.05 ‐4.44 0.00 6006 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.641 102 377.02 C ‐0.07 ‐4 4.32 0.00 6007 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.669 108 384.77 C ‐0.21 5.06 0.00 6008 ST T PIPS60 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.664 102 378.93 C ‐0.11 5.23 0.00 6101 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.257 103 8.34 C 0.44 0.15 0.00 6102 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.483 105 6.33 T 1.32 0.05 0.00 6103 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.242 103 4.60 C ‐0.64 0.03 1.73 6104 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.522 105 10.39 T ‐1.36 0.0 09 1.73 6105 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.276 103 4.29 C ‐0.69 0.06 0.00 6106 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.277 103 5.73 T ‐0.76 ‐0.0 03 1.73 6107 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.303 103 8.86 C 0.66 0.11 1.73 6108 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.354 103 3.73 T 1.03 ‐0.0 01 0.00 6201 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.584 107 114.06 C 0.40 0..36 3.55 6202 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.494 103 94.91 C 0.49 0.1 19 0.00 6203 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.414 103 85.39 C 0.28 ‐0.0 06 0.00 6204 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.544 107 105.17 C ‐0.60 0.28 0.00

6205 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.480 105 91.09 C 0.47 0.3 30 0.00 6206 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.382 105 73.76 C 0.32 0.2 21 3.55 6207 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.451 101 92.74 C ‐0.30 0.1 12 0.00 6208 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.309 102 63.78 C 0.14 0.1 15 3.39 6209 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.400 105 82.86 C 0.10 ‐0.2 24 0.00 6210 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.292 105 60.75 C 0.12 ‐0.1 13 3.39 6211 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.509 101 98.34 C 0.46 0.2 23 3.55 6212 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.443 102 81.27 C 0.27 0.5 58 0.00 6213 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.297 103 55.91 C 0.40 ‐0.1 14 3.39 6214 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.172 106 42.64 C 0.62 ‐0.1 11 0.00 6215 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.333 106 55.31 C 0.71 ‐0.1 14 0.00 6216 ST T PIPS30 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.389 102 69.76 C 0.30 0.5 54 3.55 6301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.142 103 0.56 C ‐0.37 ‐0.0 01 2.45 6302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.185 103 0.10 C 0.49 0.09 9 2.45 6303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.177 103 4.92 C ‐0.38 0.02 0.00 6304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.162 103 1.93 T 0.42 0.06 6 0.00 7001 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.586 105 271.29 C ‐0.74 ‐2.66 1.59 7002 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.586 104 262.98 C ‐0.17 3..21 0.00

 



45 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

7003 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.584 105 270.76 C ‐0.56 ‐2 2.73 0.00 7004 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.565 105 263.41 C 0.51 ‐2.60 0.00 7005 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.449 107 200.31 C ‐0.23 2.51 0.00 7006 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.389 105 184.49 C ‐1.13 1.13 0.00 7007 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.433 107 199.73 C ‐0.29 ‐2 2.12 0.00 7008 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.378 105 183.79 C 0.30 ‐1.33 0.00 7009 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.381 107 184.22 C ‐0.11 ‐1 1.41 0.00 7010 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.378 101 181.99 C ‐0.03 ‐1 1.48 0.00 7011 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.390 107 184.68 C 0.78 1..43 0.00 7012 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.390 101 182.69 C 0.32 1..70 0.00 7013 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.557 107 260.95 C ‐0.58 ‐2 2.47 0.00 7014 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.547 103 256.03 C 0.60 ‐2.41 0.00 7015 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.567 101 260.86 C ‐0.65 2.67 0.00 7016 ST T PIPS50 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.554 103 257.09 C ‐1.06 2.36 0.00 7101 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.450 107 6.69 T 1.08 0.13 1.49 7102 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.225 103 4.70 T ‐0.46 0.1 11 1.49 7103 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.852 107 6.09 T 2.22 0.18 1.33 7104 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.200 103 0.23 C ‐0.56 0.0 02 0.00

7105 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.411 105 4.43 T 1.11 0.06 1.49 7106 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.250 103 5.77 T ‐0.70 0.0 01 0.00 7107 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.787 101 7.35 C 2.15 ‐0.14 1.33 7108 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.334 103 3.46 T ‐0.96 0.0 01 0.00 7109 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.183 107 3.71 T ‐0.51 ‐0.0 01 0.00 7110 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.318 103 3.70 T 0.92 ‐0.0 01 0.00 7111 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.184 103 4.54 C ‐0.48 0.02 0.00 7112 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.264 103 6.14 T 0.75 ‐0.0 01 0.00 7113 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.341 107 1.06 T ‐0.98 0.0 02 0.00 7114 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.335 103 0.86 T 0.97 0.02 0.00 7115 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.298 103 6.14 C ‐0.75 0.06 0.00 7116 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.321 103 4.31 T 0.90 0.02 0.00 7201 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.427 107 71.80 C 0.25 0.0 04 2.23 7202 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.460 103 61.13 C 0.70 0.3 33 0.00 7203 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐T 0.525 107 61.65 T 1.53 ‐0.1 10 2.00 7204 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.391 107 63.84 C 0.33 0.1 12 2.00 7205 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.467 107 49.00 C 1.17 0.3 31 2.13 7206 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.375 103 66.13 C 0.16 0.0 00 0.00

7207 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.592 103 64.02 C 1.54 ‐0.0 03 1.89 7208 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.289 107 46.47 C 0.28 ‐0.1 12 1.89 7209 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.340 105 59.84 C 0.01 0.1 11 0.00 7210 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.273 105 39.80 C ‐0.29 0.1 19 2.23 7211 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.389 105 40.84 C ‐1.00 0.1 11 0.00 7212 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.595 101 66.59 C ‐1.45 0.0 04 0.00 7213 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.093 105 31.96 T ‐0.11 0.0 08 0.00 7214 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.255 105 40.78 C ‐0.24 ‐0.0 01 0.00 7215 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.649 101 69.82 C ‐1.70 ‐0.0 07 0.00 7216 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.142 103 20.08 C ‐0.46 0.0 06 0.00 7217 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.131 101 45.46 T ‐0.14 0.1 12 0.00 7218 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.113 105 30.59 C ‐0.18 ‐0.0 03 1.89 7219 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.401 101 72.61 C 0.09 0.0 06 2.13 7220 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐T 0.290 101 59.63 T ‐0.21 0.0 06 0.00 7221 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.117 106 25.59 C 0.24 ‐0.1 11 2.00 7222 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.146 103 22.53 C ‐0.42 ‐0.1 15 2.13 7223 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.448 101 74.95 C 0.12 0.2 25 2.23 7224 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.231 102 37.43 C 0.06 0.1 17 0.00

 



46 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

7225 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.143 103 26.77 C 0.39 ‐0.0 03 1.89 7226 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.123 107 20.10 C 0.37 ‐0.0 03 0.00 7227 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.153 103 33.17 T 0.41 0.1 11 2.13 7228 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.155 103 37.03 C 0.29 ‐0.0 01 0.00 7229 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.152 103 29.80 C 0.38 ‐0.0 05 2.00 7230 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.120 103 27.60 T 0.27 0.1 17 0.00 7231 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.172 103 39.35 T 0.43 0.1 14 2.23 7232 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.274 103 42.53 C 0.26 ‐0.0 04 0.00 7301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.189 103 1.81 T ‐0.49 ‐0.0 05 2.10 7302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.159 103 0.33 C ‐0.42 0.0 07 0.00 7303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.250 107 2.83 C 0.63 0.05 0.00 7304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.150 107 5.49 T ‐0.35 ‐0.0 01 0.00 7305 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.187 103 8.70 C 0.37 0.02 1.87 7306 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.183 107 4.95 C ‐0.42 ‐0.0 02 1.87 7307 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.173 103 6.41 C 0.35 0.07 2.10 7308 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.159 103 2.96 T 0.40 0.02 0.00 8001 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.389 105 131.67 C 1.08 ‐0.19 0.00 8002 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.356 105 125.81 C 0.69 ‐0.31 1.50

8003 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.382 105 130.31 C ‐0.85 ‐0 0.57 0.00 8004 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.358 105 124.74 C 0.72 ‐0.43 0.00 8005 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.157 107 76.95 C 0.50 0.8 80 0.00 8006 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.138 105 68.36 C ‐0.81 0.0 08 0.00 8007 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.138 107 74.27 C ‐0.50 ‐0.51 0.00 8008 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.121 105 67.32 C 0.52 ‐0.2 25 0.00 8009 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.355 101 122.42 C 0.84 0..27 0.00 8010 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.336 103 120.23 C 0.30 0..58 1.50 8011 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.353 107 123.04 C 0.20 ‐0.81 1.50 8012 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.341 103 118.85 C ‐0.15 ‐0 0.80 1.50 8013 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.137 101 68.45 C 0.79 ‐0.0 05 0.00 8014 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.134 101 67.26 C ‐0.74 ‐0.22 0.00 8015 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.123 107 67.96 C ‐0.32 0.5 50 0.00 8016 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.121 101 66.21 C 0.50 0.3 34 0.00 8101 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.628 107 4.75 T 1.60 0.15 1.25 8102 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.214 107 4.71 C 0.41 0.11 1.25 8103 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.722 107 10.45 T 1.88 0.1 13 1.25 8104 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.156 107 3.62 C 0.34 0.06 1.25

8105 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.370 107 6.71 C 0.78 0.16 6 1.25 8106 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.146 107 8.44 C 0.29 0.05 5 0.00 8107 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.640 105 1.70 T ‐1.65 0.15 0.00 8108 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.253 107 1.74 C ‐0.72 ‐0.0 02 0.00 8109 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.730 105 6.78 T ‐1.96 0.11 0.00 8110 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.233 107 0.82 C ‐0.66 0.02 0.00 8111 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.354 105 5.22 C ‐0.75 0.16 0.00 8112 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.148 107 1.45 C ‐0.22 0.13 1.25 8113 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.169 107 2.38 T ‐0.48 0.01 0.00 8114 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.243 107 1.11 C ‐0.69 0.02 1.25 8115 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.148 107 2.08 T ‐0.40 ‐0.0 03 0.00 8116 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.248 107 0.51 C ‐0.64 0.06 1.25 8117 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.154 101 7.27 T ‐0.14 0.16 1.25 8118 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.110 107 0.58 T ‐0.26 ‐0.0 06 1.04 8119 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.282 107 2.78 T 0.82 ‐0.01 1.25 8120 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.281 107 4.78 C 0.71 0.06 6 0.00 8121 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.262 107 1.79 T 0.76 ‐0.02 1.25 8122 LD D L20204 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.257 107 3.87 C 0.67 0.04 4 0.00

 



47 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

8123 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐C 0.141 107 1.08 C 0.33 ‐0.0 08 1.25 8124 LD D L20204 (AISC SECTIONS) PASS LRFD‐H1‐1B‐T 0.132 107 0.50 T 0.31 ‐0.0 07 0.00 8201 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.752 107 59.23 C 0.72 0.0 03 1.95 8202 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.515 103 55.05 C 0.12 ‐0.0 01 1.95 8203 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.581 103 50.72 C ‐0.43 0.0 05 1.95 8204 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.491 107 54.06 C 0.06 ‐0.0 03 1.95 8205 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.550 107 43.01 C 0.53 0.0 08 1.95 8206 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.427 103 45.45 C 0.10 0.0 03 0.00 8207 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.344 103 36.06 C 0.09 0.0 01 1.95 8208 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.307 107 33.73 C 0.00 ‐0.0 05 1.95 8209 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.642 105 47.67 C ‐0.69 0.0 01 0.00 8210 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.378 105 41.59 C ‐0.05 0.0 00 0.00 8211 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.687 101 58.58 C ‐0.54 0.0 03 0.00 8212 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐T 0.259 105 32.52 T ‐0.10 0.0 07 0.00 8213 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.480 105 38.08 C ‐0.45 0.0 06 0.00 8214 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.316 105 33.44 C ‐0.08 0.0 01 0.00 8215 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.375 101 40.91 C ‐0.06 0.0 03 0.00 8216 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.109 107 10.54 T 0.20 0.0 00 1.95

8217 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.570 101 63.68 C ‐0.05 0.0 03 0.00 8218 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.320 101 34.94 C ‐0.04 0.0 03 1.95 8219 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.390 105 42.95 C 0.04 ‐0.0 04 0.00 8220 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.289 105 31.30 C ‐0.01 ‐0.05 1.95 8221 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.464 101 50.36 C ‐0.08 0.0 03 0.00 8222 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.122 101 21.93 C 0.06 0.0 04 0.00 8223 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.270 105 29.60 C 0.03 ‐0.0 03 0.00 8224 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.240 105 25.15 C ‐0.06 ‐0.02 1.95 8225 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.333 107 34.05 C 0.12 0.0 01 1.95 8226 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.381 103 40.69 C 0.08 0.0 04 1.95 8227 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.305 103 30.99 C 0.10 ‐0.0 04 1.95 8228 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.272 107 25.33 C 0.16 ‐0.0 04 0.00 8229 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.230 107 23.52 C 0.08 0.0 00 1.95 8230 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.297 103 29.96 C 0.11 0.0 04 1.95 8231 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.133 103 22.93 C 0.09 0.0 02 0.00 8232 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.116 107 16.91 C 0.11 ‐0.0 02 0.00 8301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.205 107 1.70 C 0.53 ‐0.03 0.00 8302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.136 107 2.96 T ‐0.34 ‐0.0 03 0.00

8303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.191 107 1.07 C ‐0.49 0.11 1.77 8304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.120 107 2.32 T ‐0.30 0.04 0.00 8305 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.098 107 0.97 C ‐0.25 0.00 1.77 8306 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.077 107 1.40 T ‐0.19 0.01 0.00 8307 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.130 107 0.76 T 0.34 ‐0.03 1.77 8308 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.160 107 3.73 C 0.38 0.04 4 0.00 8309 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.112 107 0.24 T 0.30 ‐0.01 1.77 8310 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.142 107 3.15 C 0.34 0.00 0 0.00 8311 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.069 107 0.71 T 0.18 0.00 0 1.77 8312 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.082 107 1.49 C 0.20 0.00 0 0.00 9001 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.062 105 34.49 C ‐0.09 ‐0.3 30 1.13 9002 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.051 105 29.66 C ‐0.10 0.2 22 0.00 9003 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.078 107 34.02 C 0.56 0.1 16 1.12 9004 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.055 105 28.98 C ‐0.30 0.0 09 1.12 9005 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.052 107 16.68 C 0.48 0.1 13 0.00 9006 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.026 103 4.97 C 0.28 0.14 4 0.00 9007 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.068 101 11.14 T 0.67 ‐0.5 56 1.13 9008 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.016 103 3.77 C ‐0.13 ‐0.1 12 0.00

 



48 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

9009 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.042 103 21.33 T 0.27 ‐0.13 1.13 9010 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.043 101 27.25 C ‐0.11 ‐0.11 0.00 9011 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.046 107 28.29 C ‐0.15 0.1 11 0.00 9012 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.048 101 26.57 C ‐0.25 0.0 02 1.12 9013 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.025 105 0.01 T ‐0.09 ‐0.3 39 0.00 9014 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.027 103 7.35 C 0.14 ‐0.2 25 0.00 9015 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.020 107 5.98 C 0.06 ‐0.2 20 1.13 9016 ST T PIPS40 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.020 103 5.87 C ‐0.02 ‐0.2 20 1.13 9101 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.187 101 0.27 C 0.99 0.04 1.25 9102 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.105 107 1.41 C 0.53 0.08 1.25 9103 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.306 105 2.70 T 1.59 0.04 1.25 9104 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.071 107 3.24 C 0.33 0.02 1.25 9105 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.558 107 7.63 T 2.88 0.06 1.25 9106 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.049 103 3.87 C 0.18 ‐0.1 10 1.25 9107 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.151 107 0.32 T ‐0.80 ‐0.0 01 0.00 9108 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.088 107 0.35 T ‐0.46 ‐0.0 01 0.00 9109 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.304 101 5.82 C ‐1.54 ‐0.0 05 0.00 9110 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.138 103 0.71 T ‐0.73 0.0 00 0.00

9111 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.550 101 8.57 C ‐2.80 0.14 0.00 9112 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.147 103 0.39 C ‐0.77 ‐0.0 08 0.00 9113 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.135 103 0.75 C ‐0.70 0.00 0.00 9114 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.097 107 0.63 C ‐0.50 0.02 1.25 9115 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.072 107 1.30 T ‐0.37 ‐0.0 01 0.00 9116 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.132 103 1.29 T ‐0.68 0.0 00 1.25 9117 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.046 107 3.32 C ‐0.19 ‐0.0 06 0.00 9118 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.138 103 2.59 C ‐0.69 ‐0.0 08 1.25 9119 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.088 105 1.18 C 0.45 0.03 0.00 9120 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.063 106 1.93 C 0.31 0.00 1.25 9121 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.141 107 1.61 T 0.73 0.01 1.25 9122 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.137 107 3.72 C 0.68 0.03 0.00 9123 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.152 107 2.21 C 0.78 ‐0.07 1.25 9124 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.141 103 3.55 C 0.70 ‐0.07 0.00 9201 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.135 107 27.51 C 0.31 0.0 04 0.00 9202 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.125 103 32.37 C ‐0.17 0.0 08 0.00 9203 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.402 103 29.98 C 1.69 0.0 06 1.68 9204 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.164 107 25.12 C 0.50 0.0 04 1.68

9205 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.356 105 6.89 T ‐1.82 0.06 0.00 9206 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.098 103 19.41 C 0.23 0.0 06 1.68 9207 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.357 103 17.29 C 1.64 ‐0.0 09 1.68 9208 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.043 107 4.53 C ‐0.16 ‐0.0 02 0.00 9209 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.109 105 22.87 C ‐0.24 0.0 03 1.68 9210 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.062 107 6.50 C ‐0.24 0.01 0.28 9211 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.469 101 36.51 C ‐1.59 0.0 08 0.00 9212 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.068 107 10.66 T ‐0.24 ‐0.0 01 0.42 9213 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.343 105 5.43 C ‐1.74 0.09 0.00 9214 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.089 105 12.99 C 0.28 0.0 02 1.68 9215 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.364 101 21.08 C 1.62 0.0 09 1.68 9216 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.082 103 0.38 T ‐0.43 0.02 0.00 9217 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1A‐C 0.246 101 38.81 C 0.15 0.1 10 1.68 9218 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.061 107 11.05 T ‐0.20 0.0 02 1.54 9219 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.135 105 20.52 C ‐0.41 0.0 02 0.00 9220 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.059 107 5.52 C ‐0.23 ‐0.0 02 1.26 9221 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.085 101 23.02 C 0.10 0.0 05 1.68 9222 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.084 103 1.37 C ‐0.43 ‐0.0 01 1.68

 



49 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

9223 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.051 107 5.41 T ‐0.21 0.0 03 0.00 9224 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.081 103 4.17 T 0.38 0.03 0.00 9225 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.058 107 11.67 C 0.14 0.0 01 1.68 9226 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.063 103 16.50 C 0.09 0.0 01 0.00 9227 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.087 105 5.88 T 0.39 0.05 0.00 9228 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.066 105 1.52 C 0.33 0.03 1.68 9229 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.105 107 9.47 C 0.42 0.02 1.68 9230 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.117 103 13.01 C ‐0.43 0.0 03 1.68 9231 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.087 103 4.72 C ‐0.39 0.0 01 0.00 9232 ST T PIPS25 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.080 107 3.62 C 0.37 0.00 0.00 9301 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.227 107 2.56 C 0.60 0.01 0.00 9302 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.146 107 5.80 T ‐0.35 0.0 01 0.00 9303 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.266 107 3.06 C ‐0.70 0.0 01 1.77 9304 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐T 0.139 107 5.46 T 0.34 0.01 1.77 9305 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.161 103 7.61 C 0.34 0.03 1.77 9306 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.166 107 4.04 C 0.40 0.03 0.00 9307 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.148 103 5.57 C ‐0.33 0.0 01 0.00 9308 ST T PIPS20 (AISC SE ECTIONS) PASS LRFD‐H1‐1B‐C 0.166 107 3.45 C ‐0.41 0.0 01 1.77

MEMBE ER END FORCES STRUCTU URE TYPE = SPACE ALL UNIITS ARE ‐‐ KN METE (LOC CAL ) MEMBER R LOAD JT AXIAL SHEAR R‐Y SHEAR‐Z TORSION MOM‐Y MOM‐Z 2001 11 11 10 ‐446.46 ‐3.68 3 3.60 0.83 ‐6.28 ‐6.55 12 448.35 5.85 ‐1.57 ‐0.83 ‐1.50 ‐7.78 112 10 ‐701.79 ‐5.25 ‐0.02 2 ‐0.03 ‐0.02 ‐10.30 12 703.48 9.89 0.02 0.03 0.07 ‐12.48 113 10 ‐445.82 ‐3.69 ‐3.62 2 ‐0.71 6.26 ‐6.64 12 447.70 5.86 1.59 0.71 1.58 ‐7.71 114 10 51.24 1.73 ‐5.30 ‐1.07 9.73 1.42 12 ‐49.38 0.67 3.05 1.07 2.83 0.17 115 10 550.70 6.05 ‐2.74 ‐0.48 6.09 9.17 12 ‐548.67 ‐5.90 2.74 0.48 2.14 8.82 116 10 804.26 8.72 0.00 0.02 0.06 13.28 12 ‐802.22 ‐8.57 0.00 ‐0.02 ‐0.06 12.74 117 10 550.79 6.07 2.74 0.59 ‐6.00 9.27 12 ‐548.76 ‐5.91 ‐2.74 ‐0.59 ‐2.25 8.75 118 10 51.23 1.75 5.28 1.06 ‐9.68 1.56 12 ‐49.36 0.65 ‐3.03 ‐‐1.06 ‐2.82 0.09 2002 11 11 11 ‐446.60 ‐3.66 ‐3 3.57 ‐0.99 6.34 ‐6.43 14 448.48 5.84 1.55 0.99 1.35 ‐7.86 112 11 52.13 1.74 ‐5.28 ‐1.00 9.88 1.48 14 ‐50.26 0.66 3.03 1.00 2.61 0.15 113 11 552.65 6.05 ‐2.75 ‐0.94 6.23 9.03 14 ‐550.61 ‐5.89 2.75 0.94 2.05 8.93 114 11 805.75 8.70 ‐0.03 ‐0.11 0.06 13.03 14 ‐803.71 ‐8.55 0.03 0.11 0.04 12.92 115 11 552.39 6.05 2.73 0.17 ‐6.17 9.06 14 ‐550.36 ‐5.90 ‐2.73 ‐0.17 ‐2.05 8.91 116 11 50.24 1.73 5.30 1.00 ‐9.95 1.48 14 ‐48.38 0.67 ‐3.06 ‐‐1.00 ‐2.63 0.10 117 11 ‐447.63 ‐3.67 3.67 7 1.15 ‐6.56 ‐6.42 14 449.51 5.85 ‐1.64 ‐1.15 ‐1.43 ‐7.90 118 11 ‐703.38 ‐5.24 0.06 6 0.11 ‐0.13 ‐10.07 14 705.07 9.88 ‐0.06 ‐0.11 ‐0.05 ‐12.66 2007 11 11 126 546.49 6.00 2 2.73 0.52 ‐6.12 9.03 12 23 ‐544.45 ‐5.84 ‐2.73 ‐0.52 ‐2.11 8.78 112 126 46.62 1.68 5.24 0.93 ‐9.70 1.38 12 23 ‐44.75 0.72 ‐2.99 ‐0.93 ‐2.67 0.07 113 126 ‐451.36 ‐3.73 3.55 5 0.56 ‐6.23 ‐6.61 12 23 453.25 5.90 ‐1.53 ‐0.56 ‐1.41 ‐7.88 114 126 ‐707.02 ‐5.30 ‐0.05 ‐0.11 0.11 ‐10.26 12 23 708.71 9.93 0.05 0.11 0.05 ‐12.64 115 126 ‐451.60 ‐3.73 ‐3.61 ‐0.80 6.37 ‐6.59 12 23 453.48 5.90 1.59 0.80 1.45 ‐7.90 116 126 44.46 1.59 ‐5.35 ‐0.94 9.96 1.23 12 23 ‐42.60 0.81 3.10 0.94 2.76 ‐0.06 117 126 545.21 5.92 ‐2.77 7 ‐0.37 6.21 8.89

2008 11 11 127 545.24 6.00 ‐2 2.68 ‐0.39 5.92 9.14 12 25 ‐543.20 ‐5.85 2.68 0.39 2.13 8.68 112 127 797.99 8.65 0.01 1 ‐0.03 ‐0.07 13.14 12 25 ‐795.96 ‐8.50 ‐0.01 0.03 0.06 12.66 113 127 545.88 6.00 2.70 0 0.51 ‐6.07 9.06 12 25 ‐543.84 ‐5.84 ‐2.70 ‐0.51 ‐2.06 8.75 114 127 46.27 1.67 5.22 0.85 ‐9.64 1.34 12 25 ‐44.41 0.72 ‐2.97 ‐0.85 ‐2.69 0.09 115 127 ‐451.06 ‐3.74 3.59 9 0.75 ‐6.24 ‐6.69 12 25 452.94 5.91 ‐1.56 ‐0.75 ‐1.50 ‐7.83 116 127 ‐705.81 ‐3.06 ‐2.25 5 0.04 0.71 ‐9.69 12 25 707.17 12.08 ‐2.15 ‐0.04 ‐0.57 ‐13.08 117 127 ‐451.16 ‐1.74 ‐5.55 5 ‐0.63 6.84 ‐6.03 12 25 452.74 7.81 ‐0.38 0.63 0.93 ‐8.33 118 127 45.91 3.92 ‐7.46 ‐0.84 10.28 2.11 12 25 ‐44.38 2.86 0.82 0.84 2.17 ‐0.51 3001 11 11 15 ‐384.64 ‐2.17 2.68 1.28 ‐3.67 ‐3.01 17 7 386.51 4.52 ‐0.47 ‐1.28 ‐1.07 ‐7.06 112 15 ‐579.82 ‐2.40 ‐0.05 5 ‐0.05 0.17 ‐4.05 17 7 581.49 7.49 0.05 0.05 ‐0.01 ‐10.84 113 15 ‐385.11 ‐2.14 ‐2.74 4 ‐1.10 3.84 ‐2.84 17 7 386.98 4.49 0.53 1.10 1.07 ‐7.14 114 15 42.14 1.75 ‐3.75 ‐1.59 5.62 1.38 17 7 ‐40.30 0.87 1.27 1 1.59 1.94 ‐0.06 115 15 472.10 4.28 ‐1.61 ‐0.67 3.07 4.77 17 7 ‐470.07 ‐4.12 1.61 0.67 1.78 7.86 116 15 664.63 5.85 0.04 0.04 ‐0.15 6.56 17 7 ‐662.59 ‐5.69 ‐0.04 ‐0.04 0.02 10.80 117 15 472.46 4.24 1.71 0.87 ‐3.38 4.60 17 7 ‐470.42 ‐4.09 ‐1.71 ‐0.87 ‐1.77 7.92 118 15 42.66 1.70 3.74 1.59 ‐5.59 1.13 17 7 ‐40.81 0.93 ‐1.26 ‐‐1.59 ‐1.92 0.02 3002 11 11 16 ‐383.30 ‐2.18 ‐2 2.61 ‐1.47 3.32 ‐3.21 19 9 385.17 4.54 0.40 1.47 1.20 ‐6.90 112 16 43.13 1.74 ‐3.64 ‐1.46 5.06 1.31 19 9 ‐41.28 0.89 1.17 1 1.46 2.17 ‐0.03 113 16 471.17 4.30 ‐1.64 ‐1.33 2.91 5.04 19 9 ‐469.13 ‐4.15 1.64 1.33 2.03 7.67 114 16 662.66 5.90 ‐0.06 ‐0.17 0.10 7.01 19 9 ‐660.63 ‐5.75 0.06 0.17 0.08 10.52 115 16 471.45 4.29 1.57 0.20 ‐2.80 4.98 19 9 ‐469.41 ‐4.14 ‐1.57 ‐0.20 ‐1.91 7.71 116 16 42.56 1.74 3.65 1.46 ‐5.07 1.25 19 9 ‐40.71 0.89 ‐1.17 ‐‐1.46 ‐2.19 0.03 117 16 ‐382.91 ‐2.18 2.72 1.70 ‐3.49 ‐3.25 19 9 384.77 4.53 ‐0.52 ‐1.70 ‐1.38 ‐6.84 118 16 ‐576.97 ‐2.43 0.07 0.16 ‐0.10 ‐4.46 19 9 578.63 7.52 ‐0.07 ‐0.16 ‐0.10 ‐10.52

 



50 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

3007 11 11 121 466.46 4.24 1 1.61 0.70 ‐2.99 4.83 11 18 ‐464.42 ‐4.08 ‐1.61 ‐0.70 ‐1.85 7.69 112 121 37.85 1.69 3.60 1.37 ‐5.19 1.26 11 18 ‐36.00 0.93 ‐1.12 ‐1.37 ‐1.92 ‐0.12 113 121 ‐389.29 ‐2.22 2.57 7 0.84 ‐3.40 ‐3.09 11 18 391.16 4.57 ‐0.37 ‐0.84 ‐1.02 ‐7.12 114 121 ‐583.30 ‐2.47 ‐0.07 ‐0.17 0.11 ‐4.30 11 18 584.96 7.57 0.07 0.17 0.11 ‐10.80 115 121 ‐389.03 ‐2.22 ‐2.66 ‐1.24 3.53 ‐3.14 11 18 390.90 4.58 0.45 1.24 1.14 ‐7.08 116 121 37.50 1.73 ‐3.56 ‐1.37 5.07 1.31 11 18 ‐35.65 0.89 1.08 1.37 1.92 ‐0.04 117 121 467.06 4.29 ‐1.47 7 ‐0.46 2.72 4.89 11 18 ‐465.02 ‐4.13 1.47 0.46 1.69 7.77 118 121 658.65 5.89 0.11 1 0.17 ‐0.23 6.87 11 18 ‐656.61 ‐5.74 ‐0.11 ‐0.17 ‐0.11 10.64 3008 11 11 122 466.57 4.20 ‐1 1.59 ‐0.54 3.07 4.62 12 20 ‐464.54 ‐4.05 1.59 0.54 1.71 7.80 112 122 657.58 5.80 ‐0.05 5 ‐0.05 0.16 6.59 12 20 ‐655.55 ‐5.65 0.05 0.05 ‐0.02 10.64 113 122 466.10 4.23 1.55 5 0.72 ‐2.90 4.79 12 20 ‐464.07 ‐4.08 ‐1.55 ‐0.72 ‐1.75 7.72 114 122 36.48 1.70 3.60 1.26 ‐5.24 1.33 12 20 ‐34.63 0.93 ‐1.12 ‐1.26 ‐1.85 ‐0.17 115 122 ‐390.41 ‐2.19 2.67 7 1.15 ‐3.67 ‐2.94 12 20 392.28 4.55 ‐0.46 ‐1.15 ‐1.04 ‐7.20 116 122 ‐583.81 ‐2.42 0.03 3 0.04 ‐0.10 ‐4.08 12 20 585.47 7.52 ‐0.03 ‐0.04 0.02 ‐10.88 117 122 ‐389.82 ‐2.20 ‐2.58 ‐0.96 3.42 ‐3.04 12 20 391.69 4.56 0.37 0.96 1.03 ‐7.13 118 122 37.29 1.68 ‐3.62 ‐1.26 5.30 1.18 12 20 ‐35.44 0.94 1.14 1.26 1.86 ‐0.07 4001 11 11 20 ‐319.95 ‐2.59 2 2.95 0.97 ‐4.69 ‐4.97 22 321.81 5.05 ‐0.63 ‐0.97 ‐0.70 ‐6.53 112 20 ‐455.60 ‐2.82 0.01 1 ‐0.05 ‐0.13 ‐6.93 22 457.24 8.22 ‐0.01 0.05 0.09 ‐9.69 113 20 ‐318.83 ‐2.65 ‐2.93 3 ‐0.72 4.52 ‐5.25 22 320.69 5.12 0.62 0.72 0.82 ‐6.45 114 20 34.64 1.65 ‐4.05 ‐0.92 6.57 1.00 22 ‐32.80 1.12 1.42 0.92 1.67 ‐0.21 115 20 390.72 4.70 ‐1.95 ‐0.14 4.41 6.94 22 ‐388.69 ‐4.55 1.95 0.14 1.46 6.98 116 20 523.09 6.22 ‐0.03 0.04 0.18 9.32 22 ‐521.06 ‐6.06 0.03 ‐0.04 ‐0.09 9.14 117 20 389.35 4.77 1.92 0.40 ‐4.14 7.23 22 ‐387.32 ‐4.61 ‐1.92 ‐0.40 ‐1.63 6.89 118 20 32.85 1.74 4.04 0.92 ‐6.53 1.39 22 ‐31.02 1.04 ‐1.41 ‐‐0.92 ‐1.67 ‐0.33

4002 11 11 21 ‐322.57 ‐2.50 ‐3 3.03 ‐1.16 5.01 ‐4.56 24 324.43 4.96 0.71 1.16 0.61 ‐6.66 112 21 33.75 1.69 ‐4.20 ‐0.79 7.27 1.12 24 ‐31.92 1.09 1.57 0.79 1.41 ‐0.22 113 21 391.44 4.57 ‐2.11 ‐0.92 4.93 6.42 24 ‐389.41 ‐4.42 2.11 0.92 1.41 7.11 114 21 524.47 6.01 ‐0.05 ‐0.20 0.14 8.48 24 ‐522.44 ‐5.86 0.05 0.20 0.02 9.38 115 21 390.82 4.60 2.05 ‐0.36 ‐4.78 6.54 24 ‐388.78 ‐4.44 ‐2.05 0.36 ‐1.40 7.06 116 21 31.82 1.68 4.23 0.79 ‐7.35 1.25 24 ‐29.99 1.09 ‐1.60 ‐‐0.79 ‐1.42 ‐0.35 117 21 ‐322.98 ‐2.47 3.17 7 1.42 ‐5.40 ‐4.45 24 324.84 4.94 ‐0.85 ‐1.42 ‐0.64 ‐6.71 118 21 ‐458.90 ‐2.64 0.08 8 0.20 ‐0.22 ‐6.11 24 460.53 8.04 ‐0.08 ‐0.20 ‐0.03 ‐9.95 4007 11 11 116 386.80 4.60 1 1.99 0.23 ‐4.59 6.64 11 13 ‐384.76 ‐4.45 ‐1.99 ‐0.23 ‐1.39 6.98 112 116 29.97 1.64 4.02 0.69 ‐6.75 1.04 11 13 ‐28.14 1.14 ‐1.39 ‐0.69 ‐1.40 ‐0.29 113 116 ‐325.28 ‐2.64 2.91 1 0.47 ‐4.67 ‐4.98 11 13 327.14 5.10 ‐0.59 ‐0.47 ‐0.59 ‐6.66 114 116 ‐461.52 ‐2.81 ‐0.08 ‐0.20 0.21 ‐6.65 11 13 463.16 8.21 0.08 0.20 0.03 ‐9.93 115 116 ‐325.87 ‐2.62 ‐3.01 ‐0.91 4.94 ‐4.87 11 13 327.73 5.08 0.69 0.91 0.62 ‐6.71 116 116 27.91 1.60 ‐4.09 ‐0.69 6.93 1.08 11 13 ‐26.07 1.18 1.46 0.69 1.43 ‐0.44 117 116 386.25 4.60 ‐1.94 4 0.02 4.45 6.67 11 13 ‐384.22 ‐4.44 1.94 ‐0.02 1.39 6.92 118 116 519.40 6.05 0.01 1 0.19 ‐0.04 8.76 11 13 ‐517.36 ‐5.89 ‐0.01 ‐0.19 0.00 9.20 4008 11 11 117 383.72 4.67 ‐1 1.87 0.02 4.12 7.00 11 15 ‐381.68 ‐4.52 1.87 ‐0.02 1.50 6.83 112 117 516.21 6.10 0.03 3 ‐0.04 ‐0.18 9.05 11 15 ‐514.18 ‐5.95 ‐0.03 0.04 0.09 9.07 113 117 384.84 4.61 1.93 3 0.21 ‐4.43 6.73 11 15 ‐382.80 ‐4.45 ‐1.93 ‐0.21 ‐1.37 6.91 114 117 28.43 1.57 3.96 0.53 ‐6.52 0.89 11 15 ‐26.59 1.20 ‐1.33 ‐0.53 ‐1.45 ‐0.33 115 117 ‐325.51 ‐2.70 2.91 1 0.79 ‐4.55 ‐5.23 11 15 327.37 5.17 ‐0.60 ‐0.79 ‐0.72 ‐6.61 116 117 ‐461.32 ‐2.91 0.03 3 0.05 0.04 ‐7.00 11 15 462.96 8.31 ‐0.03 ‐0.05 ‐0.12 ‐9.87 117 117 ‐326.90 ‐2.69 ‐2.87 ‐0.55 4.59 ‐5.08 11 15 328.76 5.15 0.55 0.55 0.55 ‐6.72 118 117 26.46 1.62 ‐3.91 ‐0.52 6.38 1.16 11 15 ‐24.62 1.16 1.28 0.52 1.42 ‐0.47

5001 11 11 25 ‐261.05 ‐0.99 1.94 0.57 ‐2.06 ‐1.94 27 7 262.31 3.41 0.38 ‐‐0.57 ‐0.29 ‐4.68 112 25 ‐335.18 0.08 ‐0.07 ‐0.04 0.20 ‐1.69 27 7 336.22 5.23 0.07 0.04 0.02 ‐6.06 113 25 ‐261.98 ‐0.91 ‐2.02 2 ‐0.21 2.26 ‐1.68 27 7 263.24 3.33 ‐0.29 0.21 0.33 ‐4.70 114 25 25.98 1.54 ‐2.84 ‐0.38 3.40 0.98 27 7 ‐24.74 1.17 0.23 0 0.38 1.22 ‐0.42 115 25 317.86 2.64 ‐0.88 0.17 1.55 2.98 27 7 ‐316.42 ‐2.53 0.88 ‐0.17 1.10 4.80 116 25 388.32 2.89 0.07 0.04 ‐0.20 3.29 27 7 ‐386.89 ‐2.78 ‐0.07 ‐0.04 ‐0.01 5.24 117 25 318.75 2.55 1.01 0.19 ‐1.93 2.70 27 7 ‐317.31 ‐2.45 ‐1.01 ‐0.19 ‐1.11 4.82 118 25 27.17 1.43 2.84 0.38 ‐3.40 0.61 27 7 ‐25.93 1.28 ‐0.23 ‐‐0.38 ‐1.21 ‐0.40 5002 11 11 26 ‐261.85 ‐1.15 ‐1 1.74 ‐0.25 1.54 ‐2.37 29 9 263.11 3.56 ‐0.57 0.25 0.22 ‐4.71 112 26 22.92 1.47 ‐2.31 ‐0.21 2.25 0.85 29 9 ‐21.68 1.23 ‐0.30 0.21 0.77 ‐0.49 113 26 313.67 2.78 ‐0.73 ‐0.17 1.10 3.46 29 9 ‐312.23 ‐2.67 0.73 0.17 1.08 4.74 114 26 383.69 3.33 ‐0.06 ‐0.16 0.03 4.34 29 9 ‐382.25 ‐3.22 0.06 0.16 0.16 5.50 115 26 314.22 2.75 0.75 ‐0.21 ‐1.14 3.33 29 9 ‐312.79 ‐2.64 ‐0.75 0.21 ‐1.11 4.77 116 26 25.76 1.46 2.31 0.21 ‐2.25 0.71 29 9 ‐24.53 1.25 0.29 ‐0.21 ‐0.79 ‐0.40 117 26 ‐261.22 ‐1.18 1.78 0.42 ‐1.53 ‐2.49 29 9 262.48 3.59 0.53 ‐‐0.42 ‐0.34 ‐4.69 118 26 ‐335.00 ‐0.40 0.07 0.16 ‐0.04 ‐2.78 29 9 336.04 5.70 ‐0.07 ‐0.16 ‐0.18 ‐6.39 5007 11 11 111 310.86 2.65 0 0.82 ‐0.07 ‐1.35 3.16 10 08 ‐309.42 ‐2.54 ‐0.82 0.07 ‐1.13 4.66 112 111 19.90 1.45 2.42 0.15 ‐2.61 0.84 10 08 ‐18.66 1.26 0.18 ‐0.15 ‐0.76 ‐0.54 113 111 ‐265.40 ‐1.05 1.84 4 0.01 ‐1.79 ‐2.06 10 08 266.66 3.47 0.47 ‐0.01 ‐0.27 ‐4.74 114 111 ‐338.65 ‐0.26 ‐0.07 7 ‐0.16 0.04 ‐2.36 10 08 339.70 5.57 0.07 0.16 0.18 ‐6.40 115 111 ‐264.90 ‐1.08 ‐1.86 6 ‐0.45 1.79 ‐2.18 10 08 266.16 3.50 ‐0.45 0.45 0.33 ‐4.72 116 111 22.84 1.45 ‐2.41 ‐0.15 2.57 0.74 10 08 ‐21.60 1.25 ‐0.19 0.15 0.77 ‐0.43 117 111 311.57 2.64 ‐0.79 9 0.25 1.33 3.08 10 08 ‐310.14 ‐2.53 0.79 ‐0.25 1.04 4.69 118 111 381.40 3.17 0.08 8 0.16 ‐0.08 3.94 10 08 ‐379.96 ‐3.06 ‐0.08 ‐0.16 ‐0.17 5.43

 



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Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

5008 11 11 112 310.24 2.52 ‐0 0.90 0.29 1.63 2.77 11 10 ‐308.81 ‐2.42 0.90 ‐0.29 1.08 4.67 112 112 381.01 3.08 ‐0.07 7 ‐0.04 0.20 3.66 11 10 ‐379.57 ‐2.97 0.07 0.04 0.01 5.44 113 112 309.32 2.60 0.81 1 ‐0.01 ‐1.38 3.03 11 10 ‐307.88 ‐2.50 ‐0.81 0.01 ‐1.06 4.65 114 112 18.45 1.48 2.42 0.04 ‐2.74 0.93 11 10 ‐17.21 1.23 0.18 ‐0.04 ‐0.63 ‐0.55 115 112 ‐268.36 ‐1.01 1.95 5 0.37 ‐2.09 ‐1.87 11 10 269.62 3.42 0.37 ‐0.37 ‐0.29 ‐4.80 116 112 ‐342.79 ‐0.21 0.05 5 0.04 ‐0.16 ‐2.12 11 10 343.83 5.52 ‐0.05 ‐0.04 ‐0.01 ‐6.49 117 112 ‐267.49 ‐1.06 ‐1.84 ‐0.10 1.80 ‐2.07 11 10 268.76 3.48 ‐0.47 0.10 0.27 ‐4.76 118 112 19.77 1.39 ‐2.44 ‐0.04 2.79 0.61 11 10 ‐18.53 1.32 ‐0.17 0.04 0.63 ‐0.51 6001 11 11 30 ‐182.32 ‐0.73 1 1.63 0.72 ‐2.35 ‐2.08 32 183.15 2.39 ‐0.04 ‐0.72 ‐0.16 ‐2.62 112 30 ‐205.86 0.13 0.00 ‐0.02 ‐0.05 ‐1.89 32 206.54 3.51 0.00 0.02 0.05 ‐3.21 113 30 ‐180.73 ‐0.76 ‐1.63 3 ‐0.07 2.27 ‐2.21 32 181.56 2.42 0.04 0.07 0.25 ‐2.58 114 30 21.58 1.04 ‐2.13 ‐0.31 3.04 0.65 32 ‐20.76 0.81 0.34 0.31 0.68 ‐0.30 115 30 226.05 1.95 ‐0.89 0.29 1.98 3.16 32 ‐225.09 ‐1.88 0.89 ‐0.29 0.71 2.60 116 30 246.75 2.00 ‐0.01 0.02 0.07 3.37 32 ‐245.79 ‐1.93 0.01 ‐0.02 ‐0.05 2.56 117 30 224.29 1.99 0.88 0.29 ‐1.89 3.31 32 ‐223.34 ‐1.91 ‐0.88 ‐0.29 ‐0.76 2.56 118 30 19.31 1.09 2.12 0.31 ‐3.02 0.83 32 ‐18.49 0.77 ‐0.33 ‐‐0.31 ‐0.68 ‐0.36 6002 11 11 31 ‐185.56 ‐0.70 ‐1 1.67 ‐1.29 2.47 ‐1.89 34 186.39 2.36 0.08 1.29 0.17 ‐2.72 112 31 18.79 1.03 ‐2.06 ‐0.24 3.15 0.65 34 ‐17.97 0.82 0.27 0.24 0.36 ‐0.33 113 31 226.56 1.89 ‐0.99 ‐1.17 2.31 2.87 34 ‐225.61 ‐1.81 0.99 1.17 0.68 2.69 114 31 249.07 2.00 ‐0.06 ‐0.11 0.14 3.10 34 ‐248.12 ‐1.93 0.06 0.11 0.05 2.82 115 31 224.77 1.89 0.91 ‐1.12 ‐2.10 2.94 34 ‐223.82 ‐1.82 ‐0.91 1.12 ‐0.65 2.63 116 31 18.06 1.05 2.09 0.25 ‐3.21 0.76 34 ‐17.24 0.80 ‐0.30 ‐‐0.25 ‐0.38 ‐0.39 117 31 ‐187.28 ‐0.70 1.78 8 1.33 ‐2.79 ‐1.82 34 188.12 2.36 ‐0.19 ‐1.33 ‐0.18 ‐2.78 118 31 ‐212.22 0.08 0.09 0.11 ‐0.20 ‐1.68 34 212.91 3.56 ‐0.09 ‐0.11 ‐0.07 ‐3.54

6007 111 1 106 222.91 1.89 0.9 90 ‐0.09 ‐2.10 2.96 10 03 ‐221.95 ‐1.82 ‐0.90 0.09 ‐0.61 2.63 112 106 15.40 1.01 1.97 0.19 ‐2.90 0.61 10 03 ‐14.58 0.85 ‐0.18 ‐0.19 ‐0.33 ‐0.36 113 106 ‐188.20 ‐0.77 1.58 8 0.03 ‐2.26 ‐2.09 10 03 189.03 2.43 0.01 ‐0.03 ‐0.10 ‐2.71 114 106 ‐214.92 0.01 ‐0.09 9 ‐0.11 0.20 ‐1.93 10 03 215.60 3.63 0.09 0.11 0.07 ‐3.53 115 106 ‐189.91 ‐0.76 ‐1.67 ‐0.55 2.50 ‐2.02 10 03 190.74 2.42 0.08 0.55 0.12 ‐2.77 116 106 14.58 1.02 ‐2.00 ‐0.19 2.97 0.71 10 03 ‐13.76 0.83 0.21 0.19 0.35 ‐0.42 117 106 221.10 1.89 ‐0.84 4 0.12 1.91 3.02 10 03 ‐220.14 ‐1.82 0.84 ‐0.12 0.63 2.57 118 106 244.90 2.03 0.06 6 0.11 ‐0.12 3.25 10 03 ‐243.95 ‐1.96 ‐0.06 ‐0.11 ‐0.05 2.74 6008 11 11 107 216.39 1.90 ‐0 0.84 0.32 1.80 3.12 10 05 ‐215.44 ‐1.83 0.84 ‐0.32 0.72 2.49 112 107 240.51 2.03 0.01 1 ‐0.02 ‐0.07 3.35 10 05 ‐239.56 ‐1.96 ‐0.01 0.02 0.05 2.66 113 107 217.99 1.87 0.87 7 0.10 ‐1.97 2.99 10 05 ‐217.03 ‐1.80 ‐0.87 ‐0.10 ‐0.64 2.54 114 107 13.18 0.98 1.91 0.09 ‐2.72 0.54 10 05 ‐12.37 0.88 ‐0.12 ‐0.09 ‐0.32 ‐0.40 115 107 ‐189.75 ‐0.81 1.61 1 0.45 ‐2.26 ‐2.22 10 05 190.58 2.47 ‐0.02 ‐0.45 ‐0.19 ‐2.72 116 107 ‐216.54 ‐0.05 0.01 1 0.02 0.03 ‐2.09 10 05 217.22 3.69 ‐0.01 ‐0.02 ‐0.06 ‐3.52 117 107 ‐191.32 ‐0.79 ‐1.58 ‐0.11 2.25 ‐2.12 10 05 192.16 2.45 ‐0.01 0.11 0.12 ‐2.76 118 107 10.79 1.01 ‐1.89 ‐0.09 2.68 0.71 10 05 ‐9.97 0.85 0.10 0.09 0.32 ‐0.46 7001 11 11 35 ‐133.57 ‐1.03 1 1.22 1.27 ‐1.13 ‐0.84 37 133.91 1.77 ‐0.51 ‐1.27 ‐0.24 ‐1.37 112 35 ‐133.97 ‐0.31 ‐0.10 0 ‐0.01 0.13 ‐0.39 37 134.23 1.97 0.10 0.01 0.02 ‐1.42 113 35 ‐132.24 ‐0.88 ‐1.43 3 0.55 1.24 ‐0.63 37 132.57 1.63 0.71 ‐0.55 0.46 ‐1.35 114 35 21.10 0.87 ‐1.52 ‐0.19 1.40 0.57 37 ‐20.77 ‐0.02 0.70 0.19 0.37 0.14 115 35 175.19 2.01 ‐0.74 0.96 0.70 1.45 37 ‐174.80 ‐1.98 0.74 ‐0.96 0.46 1.71 116 35 174.27 1.84 0.10 0.01 ‐0.13 1.23 37 ‐173.89 ‐1.81 ‐0.10 ‐0.01 ‐0.02 1.66 117 35 173.76 1.85 0.84 1.03 ‐1.01 1.22 37 ‐173.38 ‐1.82 ‐0.84 ‐1.03 ‐0.31 1.70 118 35 19.20 0.66 1.52 0.19 ‐1.39 0.27 37 ‐18.88 0.18 ‐0.70 ‐‐0.19 ‐0.37 0.11

7002 11 11 36 ‐139.45 ‐1.31 ‐1 1.05 0.71 0.82 ‐1.29 39 9 139.78 2.06 0.33 ‐‐0.71 0.28 ‐1.38 112 36 14.09 0.79 ‐0.99 ‐0.08 0.56 0.51 39 9 ‐13.76 0.05 0.17 0 0.08 0.35 0.08 113 36 168.43 2.25 ‐0.45 0.93 0.30 1.92 39 9 ‐168.04 ‐2.22 0.45 ‐0.93 0.40 1.62 114 36 168.20 2.29 0.05 ‐0.06 ‐0.11 2.04 39 9 ‐167.81 ‐2.26 ‐0.05 0.06 0.04 1.57 115 36 169.12 2.13 0.44 0.69 ‐0.33 1.73 39 9 ‐168.74 ‐2.10 ‐0.44 ‐0.69 ‐0.37 1.62 116 36 14.22 0.63 1.02 0.08 ‐0.60 0.26 39 9 ‐13.89 0.22 ‐0.20 ‐‐0.08 ‐0.37 0.07 117 36 ‐138.77 ‐1.42 0.99 ‐0.91 ‐0.59 ‐1.47 39 9 139.11 2.17 ‐0.28 0.91 ‐0.42 ‐1.38 118 36 ‐139.89 ‐0.87 ‐0.01 1 0.06 0.07 ‐1.28 39 9 140.16 2.53 0.01 ‐‐0.06 ‐0.06 ‐1.42 7015 11 11 101 166.80 2.06 0 0.55 ‐0.19 ‐0.40 1.71 98 8 ‐166.42 ‐2.03 ‐0.55 0.19 ‐0.47 1.54 112 101 13.78 0.79 1.22 0.08 ‐0.88 0.50 98 8 ‐13.46 0.06 ‐0.41 ‐‐0.08 ‐0.41 0.08 113 101 ‐138.69 ‐1.06 1.15 5 0.03 ‐0.92 ‐0.96 98 8 139.02 1.80 ‐0.44 ‐0.03 ‐0.34 ‐1.31 114 101 ‐138.52 ‐0.57 0.01 1 ‐0.06 ‐0.07 ‐0.90 98 8 138.79 2.23 ‐0.01 0.06 0.06 ‐1.32 115 101 ‐138.06 ‐1.17 ‐1.17 7 ‐0.44 0.86 ‐1.14 98 8 138.39 1.91 0.45 0.44 0.43 ‐1.31 116 101 13.96 0.63 ‐1.25 ‐0.08 0.91 0.26 98 8 ‐13.63 0.22 0.43 0 0.08 0.43 0.06 117 101 167.51 1.95 ‐0.67 7 ‐0.01 0.70 1.53 98 8 ‐167.13 ‐1.92 0.67 0.01 0.37 1.54 118 101 166.27 1.98 ‐0.04 4 0.06 0.10 1.66 98 8 ‐165.88 ‐1.95 0.04 ‐0.06 ‐0.04 1.46 7016 11 11 102 162.11 1.76 ‐0 0.76 0.33 0.80 1.29 10 00 ‐161.72 ‐1.73 0.76 ‐0.33 0.40 1.47 112 102 161.24 1.78 ‐0.10 0 ‐0.01 0.13 1.42 10 00 ‐160.86 ‐1.75 0.10 0.01 0.02 1.39 113 102 163.44 1.90 0.67 7 ‐0.02 ‐0.66 1.50 10 00 ‐163.05 ‐1.87 ‐0.67 0.02 ‐0.40 1.49 114 102 10.76 0.76 1.38 0.06 ‐1.14 0.49 10 00 ‐10.44 0.09 ‐0.56 ‐0.06 ‐0.40 0.04 115 102 ‐141.33 ‐1.02 1.36 6 0.38 ‐1.19 ‐0.87 10 00 141.66 1.76 ‐0.64 ‐0.38 ‐0.40 ‐1.33 116 102 ‐141.55 ‐0.47 0.09 9 0.01 ‐0.12 ‐0.72 10 00 141.82 2.13 ‐0.09 ‐0.01 ‐0.02 ‐1.34 117 102 ‐142.54 ‐1.15 ‐1.15 5 0.09 0.92 ‐1.06 10 00 142.87 1.89 0.43 ‐0.09 0.33 ‐1.35 118 102 8.93 0.56 ‐1.38 ‐0.06 1.15 0.20 10 00 ‐8.60 0.29 0.57 0 0.06 0.40 0.01

 



52 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

8001 11 11 45 ‐60.73 0.07 0.4 44 ‐1.27 ‐0.29 ‐0.10 4 47 61.01 0.70 ‐0.44 1.27 ‐0.36 ‐0.38 112 45 ‐44.01 0.09 ‐0.18 0.00 ‐0.05 ‐0.15 4 47 44.28 0.79 ‐0.70 0.00 ‐0.34 ‐0.38 113 45 ‐59.99 ‐0.76 ‐0.53 ‐1.98 0.45 ‐0.69 4 47 60.27 0.76 ‐0.24 1.98 ‐0.23 ‐0.46 114 45 12.40 ‐0.12 ‐0.71 ‐0.04 0.38 ‐0.15 4 47 ‐12.13 0.12 ‐0.17 0.04 0.02 ‐0.03 115 45 85.50 0.12 ‐0.83 ‐1.37 0.68 ‐0.11 4 47 ‐85.23 ‐0.12 0.83 1.37 0.56 0.28 116 45 67.75 0.41 ‐0.32 0.00 0.18 0.27 4 47 ‐67.48 ‐0.41 0.32 0.00 0.30 0.34 117 45 84.69 0.50 ‐0.30 ‐1.27 0.13 0.28 4 47 ‐84.42 ‐0.50 0.30 1.27 0.32 0.46 118 45 11.35 0.62 0.21 0.04 ‐0.26 0.28 4 47 ‐11.08 0.26 ‐0.21 ‐‐0.04 ‐0.06 ‐0.01 8002 11 11 46 ‐63.75 0.14 ‐0.39 0.09 0.27 ‐0.05 4 49 64.02 0.63 0.39 ‐0.09 0.32 ‐0.32 112 46 7.10 0.64 ‐0.15 ‐0.02 0.13 0.28 4 49 ‐6.83 0.24 0.15 0 0.02 0.09 0.02 113 46 79.65 0.54 0.25 0.17 ‐0.16 0.36 4 49 ‐79.37 ‐0.54 ‐0.25 ‐0.17 ‐0.21 0.45 114 46 62.99 0.31 0.28 ‐0.02 ‐0.21 0.22 4 49 ‐62.72 ‐0.31 ‐0.28 0.02 ‐0.21 0.24 115 46 81.14 0.14 0.59 0.03 ‐0.44 0.00 4 49 ‐80.87 ‐0.14 ‐0.59 ‐0.03 ‐0.44 0.21 116 46 9.45 ‐0.19 0.62 0.02 ‐0.25 ‐0.19 4 49 ‐9.18 0.19 0.27 ‐0 0.02 ‐0.02 ‐0.10 117 46 ‐62.31 ‐0.68 0.37 0.08 ‐0.17 ‐0.57 4 49 62.58 0.68 0.40 ‐0.08 0.20 ‐0.45 118 46 ‐46.44 0.14 0.19 0.02 0.10 ‐0.13 4 49 46.71 0.74 0.69 ‐0.02 0.28 ‐0.32 8009 11 11 80 78.82 0.03 ‐0.6 69 0.10 0.53 0.16 82 ‐78.55 ‐0.03 0.69 ‐‐0.10 0.50 ‐0.11 112 80 7.11 0.23 ‐0.73 0.02 0.38 0.23 82 ‐6.84 ‐0.23 ‐0.15 ‐0.02 0.05 0.12 113 80 ‐62.59 0.53 ‐0.43 0.17 0.27 0.44 82 62.86 ‐0.53 ‐0.34 ‐‐0.17 ‐0.21 0.36 114 80 ‐45.03 ‐0.29 ‐0.24 ‐0.02 ‐0.02 ‐0.01 82 45.30 ‐0.59 ‐0.64 0.02 ‐0.28 0.24 115 80 ‐61.21 ‐0.36 0.51 ‐0.01 ‐0.38 ‐0.16 82 61.48 ‐0.41 ‐0.51 0.01 ‐0.38 0.20 116 80 9.48 ‐0.70 0.27 ‐0.02 ‐0.28 ‐0.34 82 ‐9.21 ‐0.18 ‐0.27 0 0.02 ‐0.13 ‐0.05 117 80 80.28 ‐0.42 ‐0.18 0.08 0.05 ‐0.25 82 ‐80.01 0.42 0.18 ‐‐0.08 0.22 ‐0.38 118 80 61.63 ‐0.18 ‐0.22 0.02 0.12 ‐0.10 82 ‐61.36 0.18 0.22 ‐‐0.02 0.21 ‐0.17

8010 11 11 81 76.04 0.06 0.5 50 0.03 ‐0.36 0.22 84 ‐75.77 ‐0.06 ‐0.50 ‐‐0.03 ‐0.39 ‐0.13 112 81 58.89 ‐0.08 0.17 0.00 ‐0.09 0.01 84 ‐58.62 0.08 ‐0.17 0.00 ‐0.17 ‐0.13 113 81 76.78 ‐0.41 0.16 ‐0.21 ‐0.05 ‐0.24 84 ‐76.51 0.41 ‐0.16 0.21 ‐0.20 ‐0.37 114 81 5.28 ‐0.74 ‐0.22 0.00 0.22 ‐0.42 84 ‐5.01 ‐0.14 0.22 0 0.00 0.11 ‐0.04 115 81 ‐65.64 ‐0.40 ‐0.43 ‐0.03 0.30 ‐0.24 84 65.91 ‐0.37 0.43 0.03 0.35 0.22 116 81 ‐49.34 ‐0.34 0.26 0.00 0.00 ‐0.10 84 49.61 ‐0.54 0.62 0.00 0.27 0.24 117 81 ‐66.28 0.51 0.36 0.03 ‐0.22 0.40 84 66.55 ‐0.51 0.41 ‐‐0.03 0.25 0.36 118 81 4.27 0.32 0.65 0.00 ‐0.32 0.33 84 ‐4.00 ‐0.32 0.23 0 0.00 0.00 0.15 9001 11 11 55 ‐10.49 0.09 0.2 22 0.59 ‐0.15 ‐0.06 13 31 10.70 0.50 ‐0.22 ‐0.59 ‐0.10 ‐0.17 112 55 ‐1.28 0.25 ‐0.24 0.00 ‐0.02 ‐0.02 13 31 1.48 0.42 ‐0.42 0.00 ‐0.08 ‐0.08 113 55 ‐10.48 ‐0.03 0.11 0.93 ‐0.20 0.00 13 31 10.68 0.03 ‐0.69 ‐0.93 ‐0.25 ‐0.02 114 55 6.23 ‐0.03 ‐0.32 0.04 0.03 ‐0.03 13 31 ‐6.02 0.03 ‐0.34 ‐‐0.04 ‐0.04 0.00 115 55 23.38 0.30 ‐0.04 0.61 ‐0.02 0.14 13 31 ‐23.17 ‐0.30 0.04 ‐0.61 0.06 0.19 116 55 13.71 0.04 ‐0.05 0.00 0.02 0.02 13 31 ‐13.50 ‐0.04 0.05 0.00 0.03 0.03 117 55 23.35 0.16 ‐0.18 0.59 0.07 0.06 13 31 ‐23.15 ‐0.16 0.18 ‐0.59 0.14 0.12 118 55 6.20 0.32 0.03 ‐0.04 ‐0.03 0.03 13 31 ‐6.00 0.34 ‐0.03 0.04 0.00 ‐0.04 9002 11 11 57 ‐11.75 0.19 ‐0.17 ‐0.07 0.14 ‐0.03 13 32 11.96 0.39 0.17 0.07 0.06 ‐0.09 112 57 3.73 0.29 ‐0.04 0.04 0.03 0.02 13 32 ‐3.53 0.37 0.04 ‐‐0.04 0.01 ‐0.06 113 57 16.72 0.15 0.00 ‐0.19 ‐0.03 0.07 13 32 ‐16.52 ‐0.15 0.00 0.19 0.03 0.10 114 57 10.89 0.04 0.03 0.00 ‐0.01 0.02 13 32 ‐10.69 ‐0.04 ‐0.03 0.00 ‐0.02 0.02 115 57 19.50 0.20 0.13 ‐0.15 ‐0.05 0.13 13 32 ‐19.30 ‐0.20 ‐0.13 0.15 ‐0.09 0.10 116 57 3.03 ‐0.04 0.30 ‐0.04 ‐0.03 ‐0.03 13 32 ‐2.83 0.04 0.36 0.04 0.06 ‐0.01 117 57 ‐8.96 ‐0.07 0.23 ‐0.13 0.07 ‐0.05 13 32 9.17 0.07 0.36 0 0.13 0.01 ‐0.02 118 57 ‐4.12 0.22 0.23 0.00 0.02 ‐0.03 13 32 4.33 0.44 0.43 0 0.00 0.09 ‐0.09

9009 11 11 90 16.12 ‐0.01 0.0 03 ‐0.12 ‐0.05 ‐0.07 13 33 ‐15.91 0.01 ‐0.03 0.12 0.02 0.05 112 90 3.73 0.04 ‐0.29 ‐0.04 0.01 0.03 13 33 ‐3.53 ‐0.04 ‐0.37 0.04 ‐0.06 0.01 113 90 ‐12.22 0.17 ‐0.01 ‐0.24 ‐0.15 0.11 13 33 12.42 ‐0.17 ‐0.57 0.24 ‐0.17 0.08 114 90 ‐4.03 ‐0.23 ‐0.22 0.00 ‐0.03 0.02 13 33 4.23 ‐0.43 ‐0.45 0.00 ‐0.09 0.09 115 90 ‐9.42 ‐0.18 0.23 ‐0.10 ‐0.16 0.08 13 33 9.63 ‐0.40 ‐0.23 0.10 ‐0.10 0.04 116 90 3.04 ‐0.30 0.03 0.04 ‐0.02 ‐0.02 13 33 ‐2.83 ‐0.36 ‐0.03 ‐‐0.04 ‐0.01 0.06 117 90 18.91 ‐0.08 ‐0.05 ‐0.07 0.02 ‐0.04 13 33 ‐18.70 0.08 0.05 0.07 0.03 ‐0.05 118 90 10.80 ‐0.03 ‐0.04 0.00 0.02 ‐0.01 13 33 ‐10.60 0.03 0.04 0.00 0.02 ‐0.02 9010 11 11 92 17.61 ‐0.10 0.1 11 0.07 ‐0.06 ‐0.06 13 34 ‐17.41 0.10 ‐0.11 ‐0.07 ‐0.06 ‐0.05 112 92 8.92 ‐0.03 0.03 0.00 ‐0.02 ‐0.02 13 34 ‐8.71 0.03 ‐0.03 0.00 ‐0.01 ‐0.02 113 92 17.63 ‐0.12 0.08 0.11 ‐0.05 ‐0.07 13 34 ‐17.43 0.12 ‐0.08 ‐0.11 ‐0.05 ‐0.07 114 92 1.89 ‐0.28 ‐0.04 ‐0.04 0.03 ‐0.01 13 34 ‐1.68 ‐0.39 0.04 0.04 0.02 0.07 115 92 ‐13.41 ‐0.08 ‐0.18 0.00 0.13 0.11 13 34 13.62 ‐0.50 0.18 0.00 0.07 0.13 116 92 ‐5.16 ‐0.21 0.21 0.00 0.04 0.04 13 34 5.37 ‐0.45 0.45 0 0.00 0.10 0.10 117 92 ‐13.43 0.22 0.12 0.07 0.07 0.16 13 34 13.63 ‐0.22 0.46 ‐0.07 0.12 0.08 118 92 1.86 0.04 0.28 0.04 ‐0.01 0.02 13 34 ‐1.66 ‐0.04 0.38 ‐‐0.04 0.07 0.02

 



53 

Structu ural Investigation DesignReport Existin ng 48M 4Legged SSST

1042. * T TOTAL DEAD LOAD 1044. PR RINT SUPPORT REACTION N JOINT LO OAD FORCE‐X FORCE‐Y F FORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 121 4.82 65.87 4.94 0.00 0.00 0.00 2 121 4.75 66.18 ‐4.86 0 0.00 0.00 0.00 3 121 ‐4.74 61.32 4.62 0 0.00 0.00 0.00 4 121 ‐4.83 61.50 ‐4.70 0 0.00 0.00 0.00 1045. * T TOTAL WIND (0 DEG.) 1046. PR RINT SUPPORT REACTION N JOINT LO OAD FORCE‐X FORCE‐Y F FORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 122 ‐71.42 ‐601.12 ‐35.79 0.00 0.00 0.00 2 122 ‐67.51 ‐601.72 40.82 0.00 0.00 0.00 3 122 ‐72.08 601.12 35.81 0.00 0.00 0.00 4 122 ‐66.46 601.72 ‐40.83 0.00 0.00 0.00 1048. * T TOTAL WIND (45 DEG.) 1049. PR RINT SUPPORT REACTION N JOINT LO OAD FORCE‐X FORCE‐Y F FORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 123 ‐88.37 ‐941.46 ‐90.77 0.00 0.00 0.00 2 123 ‐31.38 0.11 ‐31.61 0.00 0.00 0.00 3 123 ‐28.24 0.11 ‐28.00 0.00 0.00 0.00 4 123 ‐91.15 941.25 ‐88.75 0.00 0.00 0.00 1051. * T TOTAL WIND (90 DEG.) 1052. PR RINT SUPPORT REACTION N JOINT LO OAD FORCE‐X FORCE‐Y FORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 124 ‐35.16 ‐601.72 ‐71.71 0.00 0.00 0.00 2 124 35.11 601.72 ‐73.58 0.00 0.00 0.00 3 124 41.47 ‐601.12 ‐65.96 0.00 0.00 0.00 4 124 ‐41.43 601.12 ‐66.21 0.00 0.00 0.00

1054. * T TOTAL WIND (135 DEG.) 1055. PR RINT SUPPORT REACTION N JOINT LO OAD FORCE‐X FORCE‐Y F FORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 125 5 33.96 ‐0.42 ‐33.54 0.00 0.00 0.00 2 125 86.04 941.78 ‐95.39 0.00 0.00 0.00 3 125 94.61 ‐940.93 ‐85.26 0.00 0.00 0.00 4 125 24.53 ‐0.42 ‐24.95 0.00 0.00 0.00 1057. * TOTAL WIND (180 DEG.) 1058. PR RINT SUPPORT REACTION N JOINT LO OAD FORCE‐X FORCE‐Y FO ORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 126 70.05 601.12 37.40 0.00 0.00 0.00 2 126 69.31 601.72 ‐39.18 0.00 0.00 0.00 3 126 70.20 ‐601.12 ‐37.42 0.00 0.00 0.00 4 126 67.90 ‐601.72 39.20 0.00 0.00 0.00 1060. * TOTAL WIND (225 DEG.) 1062. PR RINT SUPPORT REACTION N JOINT LO OAD FORCE‐X FORCE‐Y F FORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 127 88.89 943.50 91.26 0.00 0.00 0.00 2 127 31.19 ‐2.15 31.74 0 0.00 0.00 0.00 3 127 27.98 4.51 32.34 0 0.00 0.00 0.00 4 127 91.08 ‐945.86 90.00 0.00 0.00 0.00 1063. * T TOTAL WIND (270 DEG.) 1064. PR RINT SUPPORT REACTION N JOINT LO OAD FORCE‐X FORCE‐Y FO ORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 128 33.74 603.54 73.92 0.00 0.00 0.00 2 128 ‐33.63 ‐603.54 75.48 0.00 0.00 0.00 3 128 ‐43.39 605.23 68.08 0.00 0.00 0.00 4 128 43.28 ‐605.23 65.51 0.00 0.00 0.00

1066. * T TOTAL WIND (315 DEG.) 1062. PR RINT SUPPORT REACTION JOINT LO OAD FORCE‐X FORCE‐Y F FORCE‐Z MOM‐X MOM‐Y Y MOM Z 1 111 ‐66.60 ‐535.25 ‐30.85 0.00 0.00 0.00 2 111 ‐62.76 ‐535.55 35.95 0.00 0.00 0.00 3 111 ‐76.81 662.44 40.43 0.00 0.00 0.00 4 111 ‐71.29 663.23 ‐45.53 0.00 0.00 0.00 1094. UN NIT METER KG 1095. * W WEIGHT OF ADDITIONAL 4 4.5M HEIGHT STEEL T TAKE‐OFF PROFIL LE LENGTH(METE) WEIGHT(KG ) ST PIPS40 18.00 28 88.370 ST PIPS25 83.81 72 20.089 ST PIPS20 14.14 76 6.475 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ TOTAL = 108 84.934 1097. * T TOTAL WEIGHT 1098. ST TEEL TAKE OFF ALL STEEL T TAKE‐OFF PROFIL LE LENGTH(METE) WEIGHT(KG ) ST PIPS120 24.07 17 775.927 LD L252 254 91.43 10 097.860 ST PIPS40 182.05 29 916.499 ST PIPS100 72.21 43 342.507 ST PIPS35 184.19 24 494.718 ST PIPS20 163.85 886.026 ST PIPS80 24.07 1021.767 LD L202 204 82.78 784.866 ST PIPS60 24.07 67 78.745 ST PIPS30 55.53 62 25.830 ST PIPS50 24.07 52 23.047 ST PIPS25 149.78 12 286.866 ‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐‐ TOTAL = 18434.658

 

 



54 

Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

3.5

OR BOLTS AN ND BASE PLATE ANCHO                

                                       

55 

Structura al Investiga ation Design nReport Existting 48M 4Leegged SST

4

DRAWIINGS                                                      



56 

al Investiga ation Design nReport Structura Existting 48M 4Leegged SST

5

STRUCT TURAL CER RTIFICATION N                                              

   

 

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