Report Rev.01d

7/25/2019 Report Rev.01d

1/28

1DOCUMENT TYPESDA Rev.00

TBG MT 25 m 2015

STRUCTURE ANALYSIS AND DESIGN REPORT

(ROOFTOP MINI TOWER 25 M)

FOR

SITE NAME : PASAR KOTA KUALA SIMPANG

SITE ID : KRB 067

Status :

Accepted On Hold Diterima Ditunda

Rejected Technical Proble! Ditolak Permasalahan Teknis

Appro"ed b# $ PT% To&er 'er!aa ropDisetujui oleh

*on!ltant Nae $ PT% Re+a#a!a Te+ni+ ,taaNama Konsultan

-% .E/IN *RITERIA%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% 0

PA/AR 1OTA 1,AA /IMPAN *hec+ed b# $'diir *hania3o

Appro"ed b# PT% RT, $Ari4

Commets:

Komentar

S!"atu#e$Date:Tanda tangan

%%%%%%%%%

PT& REKAYASA TEKNIKUTAMA

S!"atu#e$Date:Tanda tangan

%%%%%%%%%

PT&TO'ER BERSAMAGROUP


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TBG MT 25 m 2015

-%- /tandard .e!i3n%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%0

-%2 /o4t&are !ed 4or the anal#!i!%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%0

-%0 /teel and bolt! Material%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%0

-% 6alit# o4 other aterial!%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

2% PARAMETER .E/IN ANA7/I/%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

2%- .ead load%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

2%2 oadin3 o4 to&er8pole%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

0% TOWER /,PPORT REA*TION/%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%

% 'A/E FRAME ANA7/I/%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%5

%- eneral%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% 5

%2 .e!i3n oad! and oad *obination!%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%9

%0 Modelin3%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%% 9

% Force! dia3ra%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%:

%5 .i!placeent 'a!e Frae%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%:

%9 /tre!! Ratio 'a!e Frae%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%-;

%< 'a!e Frae /pport Reaction!%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%--

%: Manal *hec+in3 o4 /ection! *apacit# = joint bolt%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%--

5% ',I.IN ANA7/I/ /TR,*T,RE%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%-5

5%- /ection! .ien!ion$%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%-5

5%2 oadin3 o4 /trctre$%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%-5

5%0 oad cobination%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%-5

5% Modelin3 'ildin3 /trctre%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%-9

5%5 Frae Force! Otpt o4 'ildin3%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%-:

5%9 /ection! *apacit#%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%->

5%< 'ildin3 anal#!i! !ar#%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%22

9% /TR,*T,RE ANA7/I/ /,MMAR7%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%20




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TBG MT 25 m 2015

1. DESIGN CRITERIA

1. The loadin3 anal#!e 4or !pport reaction o4 to&er applied i! EIA /tandard EIA?222?F

@/trctral /tandard! 4or /teel Antenna To&er and Antenna /pportin3 /trctre% The !el4?

!pportin3 to&er ha! pole !ection!% ,!ed !pport reaction! o4 to&er 25 T'%

2. The anal#!e o4 bildin3 !trctre (roo4top) &ill be odeled and anal#!ed b# !in3 the 0.

4rae linear ela!tic%

3. The anal#!e o4 concrete bea onl# at roo4top and coln applied to ai 4orce! at

!trctre (nder to&er) &ith a!!ption o4 ini rein4orceent 4or calclate the !ection capacit#%

(&( Sta)a#) Des!"

To&er8pole !trctre $ Aerican /tandard TIA8EIA?222?Foadin3 'ildin3 $ Peratran Pebebanan Indone!ia ,nt+ edn3 (PP, ->:0)

*oncrete /trctre $ Indone!ian /tandard /NI 2;;2

/teel /trctre $ Indone!ian /tandard /NI 2;;2

(&* So+t,a#e use) +o# t-e aa./s!s

Pole !trctre $ M!% To&er B9 4or to&er anal#!i!

'ildin3 !trctre $ /AP 2;; B%-2%; 4or !teel ba!e 4rae anal#!i!

P*A*O 4or coln de!i3n and anal#!i!

(& Stee. a) 1o.ts Mate#!a.

/teel aterial! 4or the to&er! and apprtenance! are con4ired to the rele"ant Indone!ian !tandar!

and8or Capane!e Ind!trial /tandard%

a) /trctral /teel = Plate

/trctral !teel = plate aterial !hall be in accordance &ith A/TM A09 (4# D 25 N8 2)

b) /trctral Pipe

/trctral !teel = plate aterial !hall be in accordance &ith A/TM A50 (4# D 205 N8 2)

c) Anchor 'olt!

Anchor aterial !hall be in accordance &ith A/TM A0;< (4# D 2; N82)

d) Weldin3

All o4 the proce!! &eldin3 !t !e electrode .-%- E 9;

e) al"anied

al"ani!in3 o4 all aterial !hall be in accordance &ith A/TM A-20




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TBG MT 25 m 2015

(&2 3ua.!t/ o+ ot-e# mate#!a.s

.e!i3n paraeter! o4 other aterial!

-% *oncrete

.e!i3n copre!!i"e !tren3th o4 concrete (4cG) re4er to haer te!t report%

a% 'ea 4cG D 0;%-> MPa

b% *oln 4cG D 05%%>9 MPa

c% Plate 4cG D 2%%;: MPa

2% Rein4orceent /teel

, 0> 4# D 0>; N82 , 2 4# D 2; N82

2.

PARAMETER DESIGN ANALYSIS*&( Dea) .oa)

.ead load i! dead &ei3ht o4 to&er !trctre incldin3 all apprtenance! and other ite!%

*&* Loa)!" o+ to,e#$4o.e

Antenna oad !in3 !tandard to&er 25

3. TO'ER SUPPORT REACTIONS

Mai *opre!!

No)e Fo#5e Fo#5eY Fo#5e8 Momet MometY Momet8

9N 9N 9N 9Nm 9Nm 9Nm

-;;0 ?-:%;5> -:%->> 220%- ;%;-9 ;%;-9 ;

-;;< ?5%9-5 0%:0 -0%2-9 ?;%;-- ?;%;-> ?;%;;0

-;2< ?-9%2-9 -9%-:2 ?->9%--< ;%;2 ;%;2 ;

-;< ?0%90> 5%902 -%2 ?;%;-- ;%;;0

Mai Ten!ion

No)e Fo#5e Fo#5eY Fo#5e8 Momet MometY Momet8

9N 9N 9N 9Nm 9Nm 9Nm

-;;0 ?-;- -:%;0- 22-%;: ;%;-< ;%;-< ;

-;;< ?5%5 0%>>: -;%- ?;%;-2 ?;%;-: ?;%;;0

-;2< ?-9%0:%00- ;%;20 ;%;20 ;

-;< ?0%< 5%:2 -2%-;2 ?;%;-: ?;%;-2 ;%;;0




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6/28


TBG MT 25 m 2015

2&* Des!" Loa)s a) Loa) Com1!at!os

.e!i3n load to be con!idered are dead load and li"e load% oadin3 *obination to be con!idered 4or

to&er ba!e 4rae are $

-) .e!i3n load

a) .ead load (.) $ -%; !el4 &ei3ht o4 ba!e 4rae

b) Wind load (W) $ ai reaction 4ro to&er ( ca!e rotation)

2) oad cobination

-% -% .

2% -%2 . J -%0 W copre! -

0% -%2 . J -%0 W copre!2

% -%2 . J -%0 W copre!0

5% -%2 . J -%0 W copre!

9% -%2 . J -%0 W ten!ion -

% -%2 . J -%0 W ten!ion

2& Mo)e.!"

The oad Factor Re!i!tance .e!i3n (RF.) &ill be applied 4or the de!i3n o4 !trctre o4 ba!e4rae% The&hole !trctre &ill be odeled and anal#!ed b# !in3 the 0. 4rae linear ela!tic eleent &ith the

!pport o4 ba!e 4rae on top o4 coln% There are 4or ca!e! &ind loadin3 anal#!i! 4or to&er ba!e 4rae%




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TBG MT 25 m 2015

P!5tu#e & '!) Loa) 1ase +#ame ma


8/28


TBG MT 25 m 2015

P!5tu#e 2& '!) Loa) 1ase +#ame ma


9/28


TBG MT 25 m 2015

P!5tu#e 7& Mome +o#5e 9N&m;

2&> D!s4.a5emet Base F#ame

TABLE: JointDisplacements Joint

OutputCase CaseType U1 U2 U3

Tex Tex Tex m m m

15 COMB1

C!m"#$%#!

$ 0 0 &0.000277

15 COMB2C!m"#$%#!$ 0 0 &0.000238

15 COMB3C!m"#$%#!$ &0.000303 0.000094 0.001503

15 COMB4C!m"#$%#!$ &0.00039 0.000096 0.001515

15 COMB5C!m"#$%#!$ &0.000325 0.000095 &0.003206

15 COMB6C!m"#$%#!$ &0.000389 0.000098 &0.003218

15 COMB7

C!m"#$%#!

$ &0.000305 0.000094 0.001603

15 COMB8C!m"#$%#!$ &0.00039 0.000096 0.001618

15 COMB9C!m"#$%#!$ &0.000324 0.000095 &0.003101

15 COMB10C!m"#$%#!$ &0.000389 0.000098 &0.003116

16 COMB1C!m"#$%#!$ 0 0 &0.000277

16 COMB2C!m"#$%#!$ 0 0 &0.000238

16 COMB3C!m"#$%#!$ &0.000325 0.000095 &0.003206




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TBG MT 25 m 2015

16 COMB4C!m"#$%#!$ &0.000389 0.000098 &0.003218

16 COMB5 C!m"#$%#!$ &0.000303 0.000094 0.001503

16 COMB6C!m"#$%#!$ &0.00039 0.000096 0.001515

16 COMB7C!m"#$%#!$ &0.000324 0.000095 &0.003101

16 COMB8C!m"#$%#!$ &0.000389 0.000098 &0.003116

16 COMB9C!m"#$%#!$ &0.000305 0.000094 0.001603

16 COMB10C!m"#$%#!$ &0.00039 0.000096 0.001618

24 COMB1C!m"#$%#!$ 0 0 &0.00022

24 COMB2C!m"#$%#!$ 0 0 &0.000189

24 COMB3C!m"#$%#!$ &0.000301 0.000085 &0.001264

24 COMB4C!m"#$%#!$ &0.000394 0.000128 0.002834

24 COMB5C!m"#$%#!$ &0.000323 0.000083 &0.000107

24 COMB6

C!m"#$%#!

$ &0.000394 0.000133 &0.004206

24 COMB7C!m"#$%#!$ &0.000302 0.000085 &0.001183

24 COMB8C!m"#$%#!$ &0.000394 0.000128 0.002915

24 COMB9C!m"#$%#!$ &0.000321 0.000083 &0.000022

24 COMB10C!m"#$%#!$ &0.000394 0.000132 &0.004122

25 COMB1C!m"#$%#!$ 0 0 &0.00022

25 COMB2

C!m"#$%#!

$ 0 0 &0.000189

25 COMB3C!m"#$%#!$ &0.000306

&0.0000040

08 0.002837

25 COMB4C!m"#$%#!$ &0.000386 &0.000049 &0.001246

25 COMB5C!m"#$%#!$ &0.000328

&0.0000011

61 &0.004209

25 COMB6C!m"#$%#!$ &0.000384 &0.000044 &0.000125

25 COMB7 C!m"#$%#!$

&0.000308 &0.0000038

0.002918




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TBG MT 25 m 2015

2

25 COMB8

C!m"#$%#!

$ &0.000386 &0.000048 &0.001161

25 COMB9C!m"#$%#!$ &0.000326

&0.0000014

07 &0.004125

25 COMB10C!m"#$%#!$ &0.000384 &0.000045 &0.000044

26 COMB1C!m"#$%#!$ 0 0 &0.00022

26 COMB2C!m"#$%#!$ 0 0 &0.000189

26 COMB3C!m"#$%#!$ &0.000323 0.000083 &0.000107

26 COMB4C!m"#$%#!$ &0.000394 0.000133 &0.004206

26 COMB5C!m"#$%#!$ &0.000301 0.000085 &0.001264

26 COMB6C!m"#$%#!$ &0.000394 0.000128 0.002834

26 COMB7C!m"#$%#!$ &0.000321 0.000083 &0.000022

26 COMB8C!m"#$%#!$ &0.000394 0.000132 &0.004122

26 COMB9

C!m"#$%#!

$ &0.000302 0.000085 &0.001183

26 COMB10C!m"#$%#!$ &0.000394 0.000128 0.002915

27 COMB1C!m"#$%#!$ 0 0 &0.00022

27 COMB2C!m"#$%#!$ 0 0 &0.000189

27 COMB3C!m"#$%#!$ &0.000328

&0.0000011

61 &0.004209

27 COMB4C!m"#$%#!$ &0.000384 &0.000044 &0.000125

27 COMB5C!m"#$%#!$ &0.000306

&0.0000040

08 0.002837

27 COMB6C!m"#$%#!$ &0.000386 &0.000049 &0.001246

27 COMB7C!m"#$%#!$ &0.000326

&0.0000014

07 &0.004125

27 COMB8C!m"#$%#!$ &0.000384 &0.000045 &0.000044

27 COMB9C!m"#$%#!$ &0.000308

&0.0000038

2 0.002918




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TBG MT 25 m 2015

27 COMB10C!m"#$%#!$ &0.000386 &0.000048 &0.001161

.i!placeent a D 0.002918

Allo&able di!placeent D %2582; D 0.017708 K 0.002918 L% O1

P!5tu#e 7& D!s4.a5emet m;

2&6 St#ess Rat!o Base F#ame

The eber !tre!! chec+in3 and connection de!i3n are pre!ented on the 4ollo&in3 !ection% The !ection

ratio chec+ 4or all eber! deri"ed 4ro /AP B- b# adj!tin3 allo&able !tre!! ba!ed on RF. >0

!ho&n on the 4ollo&in3 4i3re% '# copari!on &ith anal chec+ a! !ho&n on the net calclation it can

be conclded that !ection ratio chec+ 4ro anal calclation and !o4t &are otpt alo!t !iilar%

P!5tu#e ?& Stee. !te#a5t!o #at!os

TABLE: Steel Design 1 - Summay Data -A!SC-L"#D$$

#ame DesignSect

DesignType Status "atio

"atioType




13/28


TBG MT 25 m 2015

Tex Tex Tex TexU$#'e(

( Tex

4)350x350x12x19 Be%m

N!Me((%*e(

0.425686 PMM

5)350x350x12x19 Be%m

N!Me((%*e(

0.47208

M%+!,S-e%,

6)350x350x12x19 Be%m

N!Me((%*e(

0.47208

M%+!,S-e%,

7)350x350x12x19 Be%m

N!Me((%*e(

0.425313 PMM

8/100x200x6x8 Be%m

N!Me((%*e(

0.013238 PMM

2&7 Base F#ame Su44o#t Rea5t!os

TABLE: Joint "eactions Joint

OutputCase

CaseType #1 #2 #3

Tex Tex Tex N N N

7 COMB5C!m"#$%#!$

16.781

&19.98

6

&164.38

8

8 COMB5

C!m"#$%#

!$

11.49

1 &6.186 4.655

13 COMB5C!m"#$%#!$ 9.628 &8.442 45.286

14 COMB5C!m"#$%#!$

18.688

&22.38

2214.44

3

2&? Maua. C-e59!" o+ Se5t!os Ca4a5!t/ = @o!t 1o.t

I'F >0>0(*(

% &2 &3 T '2 '3

N N N N&m N&m N&m22.38

2262.3

1626.63

30.263

110.69

43195.55

61

Stee. Beam Se5t!o 'F >0&>0&(*&(

(& Loa)!" Data

Maial Moent Mxmax D 0>-%5-2< +N%




14/28


TBG MT 25 m 2015

Maial Moent Mymax D 02%50: +N%

Maial /hear Vmax D -


15/28


TBG MT 25 m 2015

/p D +0-)1fy

D -;%:9-

contition D ; >%2-- -;%:9-D copact !ection

bMn x D 5->%2;5 +N K 195.5561

+N OK

bMn y D 2:

Thic+ne!! &eb t D -2




16/28


TBG MT 25 m 2015

M max D ->5%59 +N%

V max D 2-0%;; +N

* T-e su44o#t momet o+ 5oe5t!o

T D M)d D 55:%%;; 4or each 4ace

,!e 4or thic+ne!! o4 one !lab &eb D -2%;;

,!e 4or diaeter o4 bolt D 2; S Bo.t A*>$IS B((?0 G#a)e?&?

Mini 7ield Point Fy D 90 MPa

Ten!ile /tren3th Fu D :2< MPa

'earin3 /tre!! Fp D -2;; MPa

D -

!b D 0- 2

ni 2

nj 2

Fn D ;

a 8 Fy8 b D ni 8 $nj 8 !b 8 Fybolt&a D $ni8$nj8!b8Fy bolt&&)$Fy8b&a D -;

Mn D $ni8!b8Fy bolt&8$a ( :+( :*( ; ; ; :n&?$y8a8fy8 b8$a)*&&Mn D 00>%5< +N

Mn D &>27 9Nm (>&>6 9Nm OK

Aont o4 bolt D : bolt!4or each top and botto o44lan3e

S-ea# +o#5e ;

Aont o4 bolt! per one ro& D bolt! (2 ro& at &eb)

/pace bet&een t&o bolt! D -;;

/pace to the ed3e D 0;

,!e 4or diaeter o4 bolt D -9 S Bo.t A*>$IS B((?0 G#a)e?&?

D -

!b D 2;;%>9 2

4" D Vu)$n8!b&4" D :% Mpa

4n" D 8-"78m8fu bolt0-;%-0 Mpa

4n" D (0&(*> Mpa ?2&7 Mpa OK




17/28


TBG MT 25 m 2015

5. BUILDING ANALYSIS STRUCTURE

>&( Se5t!os D!mes!o:

'ea $ 252 c2

*oln $ 2505 c2

>&* Loa)!" o+ St#u5tu#e:

.ead oad (.)$

a) Plate $ !el4 &ei3ht

b) 'ea $ !el4 &ei3ht

c) *oln $ !el4 &ei3ht

d) Floor $ !el4 &ei3ht

i"e oad ()$

a) -;; +382 li"e load 4or Roo4

b) 25; +382 li"e load 4or Floor

Wind oad (W)

a% /pport reaction o4 to&er

>& Loa) 5om1!at!o

-% -% .

2% -%2 . J-%9

0% -%2 . J -%; J -%9 W




18/28


TBG MT 25 m 2015

>&2 Mo)e.!" Bu!.)!" St#u5tu#e

Pictre -% /trctre 0. Modelin3

Pictre 2% 'ildin3 Frae = Area /ection




19/28


TBG MT 25 m 2015

Pictre 0% i"e = .ead oad (+382)

Pictre % Wind load (+N)




20/28


TBG MT 25 m 2015

Pictre 5% Aial and !hear dia3ra

Pictre 9% Moent dia3ra

>&> F#ame Fo#5es Out4ut o+ Bu!.)!"

Ma


21/28


TBG MT 25 m 2015

Ma

% &2 &3 T '2 '3

N N N N&m N&m N&m&

615.55

16.788

&17.06

2 &2.034

&35.694

3 34.5005

205.954

26.835 &0.826

&2.164

9 4.6818&

52.3846

2&6 Se5t!os Ca4a5!t/

>&2&( Beam Se5t!o

Co5#ete Beam Se5t!o *>0$2*0

(& Loa)!" Data

Maial Moent Ma D 00%2-- kN"mMaial Moent Ma (?) D 2%>5 kN"m

Maial /hear Ba D 0:%5-5 kNMaial *opre!! Na D 29%992 kN

*& Mate#!a. Data

*oncrete Pre!!re /tren3th f% mPa (225 +38c2)*oncrete .en!it# b D 2;; kg)m

=

D 2;;; N)m=

Mini 7ield 'ar ,?0> fys D 0>; mPa (de4ored bar)'ar ,?2 fys D 2; mPa (plain bar)

& Se5t!o Data

Widht o4 bea b D 25; mmHei3ht o4 bea h D 2; mmHei3ht o4 plate hf D -2; mmen3th o4 bea D 0;;; mm

center to center o4 paralel beap"k"p D 0;;; mm*oncrete co"er %3 D 0; mm

.iaeter o4 *ro!!bar db3 D -; mm

/pace! bet&een cro!!bar! s D -2; mm/peci4ic cro!!bar D >ingle

Top ?ars.iaeter o4 ain bar! dba D -0 mm (deform)

Total 'ar! ine I na+ D 0Total 'ar! ine II na* D ;

?ottom ?ars.iaeter o4 ain bar! dbb D -0 mm (deform)

Total 'ar! ine I nb+ D 0Total 'ar! ine II nb* D ;

@edu%tion Fa%torMoent Redction Factor 4m D ;%:

/hear Redction Factor 43 D ;%


22/28


TBG MT 25 m 2015

2& Momet Ca4a5!t/ Ca.5u.at!o

*on!tanta b+ D ;%:::-9

.epth o4 Top 'ar! d9%


23/28


24/28


TBG MT 25 m 2015




25/28


TBG MT 25 m 2015

2&7 Bu!.)!" aa./s!s summa#/

F#om aa./s!s #esu.t a1oe

Beam *>$2* Se5t!o

Maial Moent Mult D 2%>5 +N%

Moent *apacit# Mmax D 5%>;- +N%

Moent Actal Mult(J) H Moent *apacit# Mmax(J) O9;

Maial Moent Mult D 00%2-- +N%

Moent *apacit# Mmax D 5%>;- +N%

Moent Actal Mult(?) H Moent *apacit# Mmax(?) O9;

Maial /hear Vult D 0:%5-5 +N

/hear *apacit# Vmax D -00%229 +N

/hear Actal Vult H /hear *apacit# Vmax O9;

Co.um *> Se5t!o

Maial Aial Pult D 9-5%55 +N

Aial *apacit# Pmax D -:2< +N (4ro P*A*O pro3ra)

Aial Actal Pult H Aial *apacit# Pmax O9;

Maial Moent Mult D 52%0:9 +N%

Moent *apacit# Mmax D 5> +N% (4ro P*A*O pro3ra)

Moent Actal Mult H Moent *apacit# Mmax O9;

6. STRUCTURE ANALYSIS SUMMARY

1. T#pe o4 concrete bea 252 ha! ore eno3h capacit# to !pport the propo!ed loadin3% *oncrete

bea )oes ot ee)st#e"t-e!"%

2. T#pe o4 concrete coln 2505 ha! ore eno3h capacit# to !pport the propo!ed loadin3% *oncrete

coln )oes ot ee)st#e"t-e!"%

Ca+arta Mei 2;-5

Appro"ed $

PT% Re+a#a!a Te+ni+ ,taa




26/28


TBG MT 25 m 2015

.ipar3o Ari4 No"iardian!#ah

En3ineer .e!i3n *on!ltant

A44e)!< A


SITE ID : KRB 067

Anal#!i! /trctre Print Ot ('a!e 4rae = 'ildin3)




27/28


TBG MT 25 m 2015

A44e)!< B


SITE ID : KRB 067

/trctral .ra&in3




28/28


TBG MT 25 m 2015

A44e)!< C


SITE ID : KRB 067

Haer Te!t

Documents

Report Rev.01d