report hasil perhitungan SAP

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License #

SAP2000 Analysis Report

Model Name: tubes baru.SDB

2 Desember 20!"


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tubes baru.SDB SAP2000 v14.0.0 - License #Contents 27 Desember 2015

ontents1. Moe! "eometr......................................................................................................................................................... 4 1.1. $oint coorinates................................................................................................................................................ 4 1.2. $oint restraints................................................................................................................................................... 5

1.%. &!ement connectivit.......................................................................................................................................... 52. Materia! 'ro'erties..................................................................................................................................................... (%. Section 'ro'erties...................................................................................................................................................... 7 %.1. )rames.............................................................................................................................................................. 74. Loa 'atterns............................................................................................................................................................. * 4.1. De+initions.......................................................................................................................................................... *5. Loa cases................................................................................................................................................................ , 5.1. De+initions.......................................................................................................................................................... , 5.2. Static case !oa assi"nments............................................................................................................................ , 5.%. es'onse s'ectrum case !oa assi"nments..................................................................................................... ,(. Loa combinations................................................................................................................................................... 107. Structure resu!ts...................................................................................................................................................... 10 7.1. Mass summar................................................................................................................................................. 11

7.2. Moa! resu!ts.................................................................................................................................................... 11 7.%. Base reactions................................................................................................................................................. 12*. $oint resu!ts............................................................................................................................................................. 1%,. )rame resu!ts........................................................................................................................................................... 1%10. Materia! tae-o++ ....................................................................................................................................................... 411. Desi"n 're+erences................................................................................................................................................ 1( 11.1. Stee! esi"n................................................................................................................................................... 1( 11.2. Concrete esi"n............................................................................................................................................. 17 11.%. A!uminum esi"n............................................................................................................................................ 17 11.4. Co! +orme esi"n........................................................................................................................................ 1712. Desi"n over/rites.................................................................................................................................................. 1* 12.1. Concrete esi"n............................................................................................................................................. 1*1%. Desi"n summar.................................................................................................................................................... 1*

1%.1. Concrete esi"n............................................................................................................................................. 1*

List o$ %i&ures)i"ure 1 )inite e!ement moe!...................................................................................................................................... 4)i"ure 2 De+orme sa'e........................................................................................................................................... 11

List o$ 'ablesab!e 1 $oint Coorinates3 Part 1 o+ 2........................................................................................................................... 4ab!e 1 $oint Coorinates3 Part 2 o+ 2........................................................................................................................... 4ab!e 2 $oint estraint Assi"nments............................................................................................................................. 5ab!e % Connectivit - )rame3 Part 1 o+ 2...................................................................................................................... 5ab!e % Connectivit - )rame3 Part 2 o+ 2...................................................................................................................... 5ab!e 4 )rame Section Assi"nments............................................................................................................................ 5ab!e 5 Materia! Pro'erties 02 - Basic Mecanica! Pro'erties...................................................................................... (ab!e ( Materia! Pro'erties 0%a - Stee! Data3 Part 1 o+ 2.............................................................................................. (ab!e ( Materia! Pro'erties 0%a - Stee! Data3 Part 2 o+ 2.............................................................................................. (ab!e 7 Materia! Pro'erties 0%b - Concrete Data3 Part 1 o+ 2....................................................................................... (ab!e 7 Materia! Pro'erties 0%b - Concrete Data3 Part 2 o+ 2....................................................................................... (ab!e * Materia! Pro'erties 0%e - ebar Data3 Part 1 o+ 2............................................................................................ (

Pa"e 2 o+ 21

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ion/tmp/scratch_2/HYPERLINK%23Section18http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section19http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section20http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section21http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section22http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section23http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section24http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section25http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section26http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section27http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section28http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section29http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section30http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Picture1http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Picture2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable1_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable1_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable3_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable3_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable4http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable5http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable6_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable6_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable7_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable7_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable8_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23Section1


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ab!e * Materia! Pro'erties 0%e - ebar Data3 Part 2 o+ 2............................................................................................ 7ab!e , )rame Section Pro'erties 01 - enera!3 Part 1 o+ (......................................................................................... 7ab!e , )rame Section Pro'erties 01 - enera!3 Part 2 o+ (......................................................................................... 7ab!e , )rame Section Pro'erties 01 - enera!3 Part % o+ (......................................................................................... 7ab!e , )rame Section Pro'erties 01 - enera!3 Part 4 o+ (......................................................................................... 7ab!e , )rame Section Pro'erties 01 - enera!3 Part 5 o+ (......................................................................................... *

ab!e , )rame Section Pro'erties 01 - enera!3 Part ( o+ (......................................................................................... *ab!e 10 )rame Section Pro'erties 02 - Concrete Co!umn3 Part 1 o+ 2........................................................................ *ab!e 10 )rame Section Pro'erties 02 - Concrete Co!umn3 Part 2 o+ 2........................................................................ *ab!e 11 )rame Section Pro'erties 0% - Concrete Beam.............................................................................................. *ab!e 12 Loa Pattern De+initions................................................................................................................................. ,ab!e 1% Loa Case De+initions3 Part 1 o+ 2.................................................................................................................. ,ab!e 1% Loa Case De+initions3 Part 2 o+ 2.................................................................................................................. ,ab!e 14 Case - Static 1 - Loa Assi"nments............................................................................................................... ,ab!e 15 )unction - es'onse S'ectrum - ser ........................................................................................................... ,ab!e 1( Combination De+initions3 Part 1 o+ %............................................................................................................. 10ab!e 1( Combination De+initions3 Part 2 o+ %............................................................................................................. 10ab!e 1( Combination De+initions3 Part % o+ %............................................................................................................. 10ab!e 17 Assemb!e $oint Masses.............................................................................................................................. 11

ab!e 1* Moa! Partici'atin" Mass atios3 Part 1 o+ %................................................................................................ 11ab!e 1* Moa! Partici'atin" Mass atios3 Part 2 o+ %................................................................................................ 12ab!e 1* Moa! Partici'atin" Mass atios3 Part % o+ %................................................................................................ 12ab!e 1, Base eactions3 Part 1 o+ %.......................................................................................................................... 12ab!e 1, Base eactions3 Part 2 o+ %.......................................................................................................................... 12ab!e 1, Base eactions3 Part % o+ %.......................................................................................................................... 1%ab!e 20 $oint Dis'!acements..................................................................................................................................... 1%ab!e 21 $oint eactions............................................................................................................................................... 5ab!e 22 &!ement )orces - )rames3 Part 1 o+ 2.......................................................................................................... 1%ab!e 22 &!ement )orces - )rames3 Part 2 o+ 2.......................................................................................................... 15ab!e 2% Materia! List 2 - B Section Pro'ert............................................................................................................ 1(ab!e 24 Pre+erences - Stee! Desi"n - A6SC-L)D,%3 Part 1 o+ 2.............................................................................. 1(ab!e 24 Pre+erences - Stee! Desi"n - A6SC-L)D,%3 Part 2 o+ 2.............................................................................. 17

ab!e 25 Pre+erences - Concrete Desi"n - AC6 %1*-056BC200%3 Part 1 o+ 2.............................................................. 17ab!e 25 Pre+erences - Concrete Desi"n - AC6 %1*-056BC200%3 Part 2 o+ 2.............................................................. 17ab!e 2( Pre+erences - A!uminum Desi"n - AA-ASD 2000.......................................................................................... 17ab!e 27 Pre+erences - Co! )orme Desi"n - A6S6-ASD,(3 Part 1 o+ 2..................................................................... 17ab!e 27 Pre+erences - Co! )orme Desi"n - A6S6-ASD,(3 Part 2 o+ 2..................................................................... 17ab!e 2* 8ver/rites - Concrete Desi"n - AC6 %1*-056BC200%3 Part 1 o+ 2................................................................ 1*ab!e 2* 8ver/rites - Concrete Desi"n - AC6 %1*-056BC200%3 Part 2 o+ 2................................................................ 1*ab!e 2, Concrete Desi"n 1 - Co!umn Summar Data - AC6 %1*-056BC200%3 Part 1 o+ %......................................... 1*ab!e 2, Concrete Desi"n 1 - Co!umn Summar Data - AC6 %1*-056BC200%3 Part 2 o+ %......................................... 1,ab!e 2, Concrete Desi"n 1 - Co!umn Summar Data - AC6 %1*-056BC200%3 Part % o+ %......................................... 1,ab!e %0 Concrete Desi"n 2 - Beam Summar Data - AC6 %1*-056BC200%3 Part 1 o+ %............................................ 1,ab!e %0 Concrete Desi"n 2 - Beam Summar Data - AC6 %1*-056BC200%3 Part 2 o+ %............................................ 20ab!e %0 Concrete Desi"n 2 - Beam Summar Data - AC6 %1*-056BC200%3 Part % o+ %............................................ 20

Pa"e % o+ 21

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ratch_2/HYPERLINK%23DBTable30_3of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable8_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable9_1of6http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable9_2of6http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable9_3of6http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable9_4of6http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable9_5of6http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable9_6of6http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable10_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable10_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable11http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable12http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable13_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable13_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable14http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable15http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable16_1of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable16_2of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable16_3of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable17http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable18_1of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable18_2of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable18_3of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable19_1of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable19_2of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable19_3of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable20http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable21http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable22_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable22_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable23http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable24_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable24_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable25_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable25_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable26http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable27_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable27_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable28_1of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable28_2of2http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable29_1of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable29_2of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable29_3of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable30_1of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable30_2of3http://var/www/apps/conversion/tmp/scratch_2/HYPERLINK%23DBTable30_3of3


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!. Model &eometryis section 'rovies moe! "eometr in+ormation3 inc!uin" items suc as 9oint coorinates3 9oint restraints3 ane!ement connectivit.

%i&ure !: %inite element model

1.1. Joint coordinates

'able !: (oint oordinates) Part ! o$ 2'able !: (oint oordinates) Part ! o$ 2

(oint oordSys oord'ype *orR + , Special(t -lobal*

mm mm mm mm

1 L8BAL Cartesian -(500300 0300 0300 :o -(500300

2 L8BAL Cartesian -(500300 0300 5000300 :o -(500300

% L8BAL Cartesian 0300 0300 0300 :o 0300

4 L8BAL Cartesian 0300 0300 5000300 :o 0300

5 L8BAL Cartesian (500300 0300 0300 :o (500300

( L8BAL Cartesian (500300 0300 5000300 :o (500300

'able !: (oint oordinates) Part 2 o$ 2'able !: (oint oordinates) Part 2 o$ 2

Pa"e 4 o+ 21


5/21


(oint -lobal+ -lobal, -/D

mm mm

1 0300 0300

2 0300 5000300

% 0300 0300

4 0300 5000300

5 0300 0300( 0300 5000300

1.2. Joint restraints

'able 2: (oint Restraint Assi&nments

'able 2: (oint Restraint Assi&nments

(oint ! 2 R! R2 R

1 ;es ;es ;es ;es ;es ;es% ;es ;es ;es ;es ;es ;es

5 ;es ;es ;es ;es ;es ;es

1.3. Element connectivity

'able : onnecti1ity %rame) Part ! o$ 2

'able : onnecti1ity %rame) Part ! o$ 2

%rame (oint/ (oint( /sur1ed Len&t3 entroid* entroid+ entroid,

mm mm mm mm1 1 2 :o 5000300 -(500300 0300 2500300

2 % 4 :o 5000300 0300 0300 2500300

% 5 ( :o 5000300 (500300 0300 2500300

4 2 4 :o (500300 -%250300 0300 5000300

5 4 ( :o (500300 %250300 0300 5000300

'able : onnecti1ity %rame) Part 2 o$ 2

'able : onnecti1ity %rame) Part 2 o$ 2

%rame -/D

1

2

%

4

5

'able 4: %rame Section Assi&nments

'able 4: %rame Section Assi&nments

%rame Section'ype AutoSelect AnalSect Desi&nSect MatProp

1 ectan"u!ar :.A. o!om 1 o!om 1 De+au!t

2 ectan"u!ar :.A. o!om 2 o!om 2 De+au!t

% ectan"u!ar :.A. o!om 1 o!om 1 De+au!t

Pa"e 5 o+ 21


6/21


4 ectan"u!ar :.A. ba!o ba!o De+au!t

5 ectan"u!ar :.A. ba!o ba!o De+au!t

2. Material propertiesis section 'rovies materia! 'ro'ert in+ormation +or materia!s use in te moe!.

'able ": Material Properties 02 Basic Mec3anical Properties

'able ": Material Properties 02 Basic Mec3anical Properties

Material nit5ei&3t nitMass 6! -!2 !2 A!


7/21


'able ;: Material Properties 0e Rebar Data) Part ! o$ 2

'able ;: Material Properties 0e Rebar Data) Part ! o$ 2

Material %y %u 6$$%y 6$$%u SSur1e8pt SS9ys'ype S9ard Sap


8/21



9/21


4.1. Definitions

'able !2: Load Pattern De$initions

'able !2: Load Pattern De$initionsLoadPat Desi&n'ype Sel$5tMult AutoLoad -/D Notes

D&AD D&AD 13000000

!i+e L6>& 03000000

". Load casesis section 'rovies !oa case in+ormation.

5.1. Definitions

'able !: Load ase De$initions) Part ! o$ 2

'able !: Load ase De$initions) Part ! o$ 2

ase 'ype /nitialond Modalase Basease Des'ype8pt Desi&n'ype Auto'ype

D&AD LinStatic ?ero Pro" Det D&AD :one

M8DAL LinMoa! ?ero Pro" Det 8@& :one

!i+e LinStatic ?ero Pro" Det L6>& :one

'able !: Load ase De$initions) Part 2 o$ 2'able !: Load ase De$initions) Part 2 o$ 2

ase Runase aseStatus -/D Notes

D&AD ;es )inise

M8DAL ;es )inise

!i+e ;es )inise

5.2. Static case load assignments

'able !4: ase Static ! Load Assi&nments

'able !4: ase Static ! Load Assi&nments

ase Load'ype LoadName LoadS%

D&AD Loa 'attern D&AD 13000000

!i+e Loa 'attern !i+e 13000000

5.3. Response spectrum case load assignments

Pa"e , o+ 21


10/21


'able !": %unction Response Spectrum ser

'able !": %unction Response Spectrum ser

Name Period Accel %uncDamp

Sec

:6)S 03000000 13000000 03050000

:6)S 13000000 13000000

7. Load combinationsis section 'rovies !oa combination in+ormation.

'able !7: ombination De$initions) Part ! o$

'able !7: ombination De$initions) Part ! o$

omboName ombo'ype AutoDesi&n ase'ype aseName Scale%actor SteelDesi&n

C8MB1 Linear A :o Linear Static D&AD 13200000 :oC8MB1 Linear Static !i+e 13(00000

'able !7: ombination De$initions) Part 2 o$

'able !7: ombination De$initions) Part 2 o$

omboName aseName oncDesi&n AlumDesi&n oldDesi&n -/D

C8MB1 D&AD ;es :o :o

C8MB1 !i+e

'able !7: ombination De$initions) Part o$ 'able !7: ombination De$initions) Part o$

omboName aseName Notes

C8MB1 D&AD

C8MB1 !i+e

Pa"e 10 o+ 21


11/21


7. Structure results

is section 'rovies structure resu!ts3 inc!uin" items suc as structura! 'erios an base reactions.

%i&ure 2: De$ormed s3ape

.1. !ass summary

'able !: Assembled (oint Masses

'able !: Assembled (oint Masses

(oint ! 2 R! R2 R


12/21


M8DAL Moe 13000000 032(0117 0300 03,, 0300 0300 03,,

M8DAL Moe 23000000 0322455, 0300 0300 0300 0300 03,,

M8DAL Moe %3000000 031((**0 0300 131*(&-02 0300 0300 1300

M8DAL Moe 43000000 0315455* 1300 0300 0300 1300 1300

M8DAL Moe 53000000 03012*17 0300 0300 23*41&-05 1300 1300

M8DAL Moe (3000000 03011*15 0300 0300 0350 1300 1300

M8DAL Moe 73000000 03011015 53440&-0( 0300 1374%&-17 1300 1300M8DAL Moe *3000000 03011010 0300 0300 0350 1300 1300

M8DAL Moe ,3000000 0300**45 1327(&-07 0300 0300 1300 1300

'able !;: Modal Participatin& Mass Ratios) Part 2 o$

'able !;: Modal Participatin& Mass Ratios) Part 2 o$

8utputase Step'ype StepNum Sum, R* R+ R, SumR* SumR+

M8DAL Moe 13000000 0300 03,, 0300 0300 03,, 0300

M8DAL Moe 23000000 0300 0300 0300 1300 03,, 0300

M8DAL Moe %3000000 0300 131*(&-02 0300 0300 1300 0300

M8DAL Moe 43000000 0300 0300 035% 0300 1300 035%

M8DAL Moe 53000000 23*41&-05 0300 0300 0300 1300 035%

M8DAL Moe (3000000 0350 0300 0300 0300 1300 035%

M8DAL Moe 73000000 0350 0300 0347 0300 1300 1300

M8DAL Moe *3000000 1300 0300 13(1%&-17 0300 1300 1300

M8DAL Moe ,3000000 1300 0300 23%(*&-10 0300 1300 1300

'able !;: Modal Participatin& Mass Ratios) Part o$

'able !;: Modal Participatin& Mass Ratios) Part o$

8utputase Step'ype StepNum SumR,

M8DAL Moe 13000000 0300

M8DAL Moe 23000000 1300M8DAL Moe %3000000 1300

M8DAL Moe 43000000 1300

M8DAL Moe 53000000 1300

M8DAL Moe (3000000 1300

M8DAL Moe 73000000 1300

M8DAL Moe *3000000 1300

M8DAL Moe ,3000000 1300

.3. "ase reactions

'able !


13/21


!i+e 0300 0300 4325(&1, 0300 0300 0300 0300 0300

'able !


14/21


1 0300 D&AD LinStatic -2*3,5* -13745 03000 0300 0300

1 2500300 D&AD LinStatic -1,354, -13745 03000 0300 0300

1 5000300 D&AD LinStatic -103140 -13745 03000 0300 0300

1 0300 !i+e LinStatic -2703%,5 -4(352, 03000 0300 0300

1 2500300 !i+e LinStatic -2703%,5 -4(352, 03000 0300 0300

1 5000300 !i+e LinStatic -2703%,5 -4(352, 03000 0300 0300

2 0300 D&AD LinStatic -5(3042 5324,&-1( 03000 0300 03002 2500300 D&AD LinStatic -4132*1 5324,&-1( 03000 0300 0300

2 5000300 D&AD LinStatic -2(3520 5324,&-1( 03000 0300 0300

2 0300 !i+e LinStatic -7073210 13(%*&-14 03000 0300 0300

2 2500300 !i+e LinStatic -7073210 13(%*&-14 03000 0300 0300

2 5000300 !i+e LinStatic -7073210 13(%*&-14 03000 0300 0300

% 0300 D&AD LinStatic -2*3,5* 13745 03000 0300 0300

% 2500300 D&AD LinStatic -1,354, 13745 03000 0300 0300

% 5000300 D&AD LinStatic -103140 13745 03000 0300 0300

% 0300 !i+e LinStatic -2703%,5 4(352, 03000 0300 0300

% 2500300 !i+e LinStatic -2703%,5 4(352, 03000 0300 0300

% 5000300 !i+e LinStatic -2703%,5 4(352, 03000 0300 0300

4 0300 D&AD LinStatic -13745 -103140 03000 0300 0300

4 500300 D&AD LinStatic -13745 -*3%40 03000 0300 0300

4 1000300 D&AD LinStatic -13745 -(3540 03000 0300 0300

4 1500300 D&AD LinStatic -13745 -43740 03000 0300 0300

4 2000300 D&AD LinStatic -13745 -23,40 03000 0300 0300

4 2500300 D&AD LinStatic -13745 -13140 03000 0300 0300

4 %000300 D&AD LinStatic -13745 03((0 03000 0300 0300

4 %500300 D&AD LinStatic -13745 234(0 03000 0300 0300

4 4000300 D&AD LinStatic -13745 432(0 03000 0300 0300

4 4500300 D&AD LinStatic -13745 (30(0 03000 0300 0300

4 5000300 D&AD LinStatic -13745 73*(0 03000 0300 0300

4 5500300 D&AD LinStatic -13745 ,3((0 03000 0300 0300

4 (000300 D&AD LinStatic -13745 1134(0 03000 0300 0300

4 (500300 D&AD LinStatic -13745 1%32(0 03000 0300 0300

4 0300 !i+e LinStatic -4(352, -2703%,5 03000 0300 0300

4 500300 !i+e LinStatic -4(352, -2223%,5 03000 0300 0300

4 1000300 !i+e LinStatic -4(352, -1743%,5 03000 0300 0300

4 1500300 !i+e LinStatic -4(352, -12(3%,5 03000 0300 0300

4 2000300 !i+e LinStatic -4(352, -7*3%,5 03000 0300 0300

4 2500300 !i+e LinStatic -4(352, -%03%,5 03000 0300 0300

4 %000300 !i+e LinStatic -4(352, 173(05 03000 0300 0300

4 %500300 !i+e LinStatic -4(352, (53(05 03000 0300 0300

4 4000300 !i+e LinStatic -4(352, 11%3(05 03000 0300 0300

4 4500300 !i+e LinStatic -4(352, 1(13(05 03000 0300 0300

4 5000300 !i+e LinStatic -4(352, 20,3(05 03000 0300 0300

4 5500300 !i+e LinStatic -4(352, 2573(05 03000 0300 0300

4 (000300 !i+e LinStatic -4(352, %053(05 03000 0300 0300

4 (500300 !i+e LinStatic -4(352, %5%3(05 03000 0300 0300

5 0300 D&AD LinStatic -13745 -1%32(0 03000 0300 03005 500300 D&AD LinStatic -13745 -1134(0 03000 0300 0300

5 1000300 D&AD LinStatic -13745 -,3((0 03000 0300 0300

5 1500300 D&AD LinStatic -13745 -73*(0 03000 0300 0300

5 2000300 D&AD LinStatic -13745 -(30(0 03000 0300 0300

5 2500300 D&AD LinStatic -13745 -432(0 03000 0300 0300

5 %000300 D&AD LinStatic -13745 -234(0 03000 0300 0300

5 %500300 D&AD LinStatic -13745 -03((0 03000 0300 0300

5 4000300 D&AD LinStatic -13745 13140 03000 0300 0300

5 4500300 D&AD LinStatic -13745 23,40 03000 0300 0300

5 5000300 D&AD LinStatic -13745 43740 03000 0300 0300

5 5500300 D&AD LinStatic -13745 (3540 03000 0300 0300

5 (000300 D&AD LinStatic -13745 *3%40 03000 0300 0300

5 (500300 D&AD LinStatic -13745 103140 03000 0300 03005 0300 !i+e LinStatic -4(352, -%5%3(05 03000 0300 0300

5 500300 !i+e LinStatic -4(352, -%053(05 03000 0300 0300

Pa"e 14 o+ 21


15/21


5 1000300 !i+e LinStatic -4(352, -2573(05 03000 0300 0300

5 1500300 !i+e LinStatic -4(352, -20,3(05 03000 0300 0300

5 2000300 !i+e LinStatic -4(352, -1(13(05 03000 0300 0300

5 2500300 !i+e LinStatic -4(352, -11%3(05 03000 0300 0300

5 %000300 !i+e LinStatic -4(352, -(53(05 03000 0300 0300

5 %500300 !i+e LinStatic -4(352, -173(05 03000 0300 0300

5 4000300 !i+e LinStatic -4(352, %03%,5 03000 0300 03005 4500300 !i+e LinStatic -4(352, 7*3%,5 03000 0300 0300

5 5000300 !i+e LinStatic -4(352, 12(3%,5 03000 0300 0300

5 5500300 !i+e LinStatic -4(352, 1743%,5 03000 0300 0300

5 (000300 !i+e LinStatic -4(352, 2223%,5 03000 0300 0300

5 (500300 !i+e LinStatic -4(352, 2703%,5 03000 0300 0300

'able 22: 6lement %orces %rames) Part 2 o$ 2

'able 22: 6lement %orces %rames) Part 2 o$ 2

%rame Station 8utputase M %rame6lem 6lemStation

mm


16/21


4 5500300 !i+e -120,%,370 4-1 5500300

4 (000300 !i+e -2(17423%2 4-1 (000300

4 (500300 !i+e -42(5443,4 4-1 (500300

5 0300 D&AD -15,,5344 5-1 0300

5 500300 D&AD -,*153%4 5-1 500300

5 1000300 D&AD -45%5324 5-1 1000300

5 1500300 D&AD -155314 5-1 15003005 2000300 D&AD %%243,( 5-1 2000300

5 2500300 D&AD 5,0530( 5-1 2500300

5 %000300 D&AD 75*531( 5-1 %000300

5 %500300 D&AD *%(5325 5-1 %500300

5 4000300 D&AD *2453%5 5-1 4000300

5 4500300 D&AD 7225345 5-1 4500300

5 5000300 D&AD 5%05355 5-1 5000300

5 5500300 D&AD 24*53(5 5-1 5500300

5 (000300 D&AD -12%4325 5-1 (000300

5 (500300 D&AD -5*5431( 5-1 (500300

5 0300 !i+e -42(5443,4 5-1 0300

5 500300 !i+e -2(17423%2 5-1 500300

5 1000300 !i+e -120,%,370 5-1 1000300

5 1500300 !i+e -41%7307 5-1 1500300

5 2000300 !i+e **((5355 5-1 2000300

5 2500300 !i+e 1574(*31* 5-1 2500300

5 %000300 !i+e 2022703*0 5-1 %000300

5 %500300 !i+e 22%07%34% 5-1 %500300

5 4000300 !i+e 21,*7(305 5-1 4000300

5 4500300 !i+e 1,2(7*3(* 5-1 4500300

5 5000300 !i+e 1414*13%0 5-1 5000300

5 5500300 !i+e ((2*%3,% 5-1 5500300

5 (000300 !i+e -%2,1%345 5-1 (000300

5 (500300 !i+e -15(1103*% 5-1 (500300

!0. Material ta@eo$$ is section 'rovies a materia! tae-o++.

'able 2: Material List 2 By Section Property

'able 2: Material List 2 By Section Property

Section 8bect'ype NumPieces 'otalLen&t3 'otal5ei&3t

mm


17/21


'9Desi&n %rame'ype PatLL% SRatioLimit Ma/ter P3iB P3i P3i' P3i?

&nve!o'es Moment )rame 03750000 03,50000 1 03,00000 03*50000 03,00000 03,00000

'able 24: Pre$erences Steel Desi&n A/SLR%D


18/21


'able 2: Pre$erences old %ormed Desi&n A/S/ASD


19/21


2 o!om 2 Co!umn Desi"n :o Messa"es 0300 C8MB1



% o!om 1 Co!umn Desi"n :o Messa"es 0300 C8MB1



'able 2


20/21


5 ba!o Beam See &rrMs" 1000300 C8MB1 17(*30,7

5 ba!o Beam See &rrMs" 1500300 C8MB1 S' 15,%3252

5 ba!o Beam See &rrMs" 2000300 C8MB1 S' 247%34,%

5 ba!o Beam See &rrMs" 2500300 C8MB1 S' %0(%3%5%

5 ba!o Beam See &rrMs" %000300 C8MB1 S' %%(23*%1

5 ba!o Beam See &rrMs" %500300 C8MB1 S' 15%%32*7

5 ba!o Beam See &rrMs" 4000300 C8MB1 S' 15%%32*75 ba!o Beam See &rrMs" 4500300 C8MB1 S' 251*3,*0

5 ba!o Beam See &rrMs" 5000300 C8MB1 S' 1(5(3,%4

5 ba!o Beam :o Messa"es 5500300 C8MB1 S' 15%%32*7

5 ba!o Beam :o Messa"es (000300 C8MB1 S' 15%%32*7

5 ba!o Beam See &rrMs" (500300 C8MB1 2%*73,%4

'able 0: oncrete Desi&n 2 Beam Summary Data A/ !;0"/B200) Part 2 o$

'able 0: oncrete Desi&n 2 Beam Summary Data A/ !;0"/B200) Part 2 o$

%rame %Botombo %BotArea ?ombo ?Rebar 'Ln&ombo 'Ln&Area

mm2 mm2mm mm2

4 C8MB1 S' 10**3%%* C8MB1 03000 C8MB1 03000

4 C8MB1 S' 15%%32*7 C8MB1 2372( C8MB1 03000

4 C8MB1 S' 2,**3,,4 C8MB1 13,7* C8MB1 03000

4 C8MB1 40723545 C8MB1 132%0 C8MB1 03000

4 C8MB1 4**%3070 C8MB1 034*% C8MB1 03000

4 C8MB1 %%713,74 C8MB1 03%2% C8MB1 03000

4 C8MB1 %42030%4 C8MB1 03000 C8MB1 03000

4 C8MB1 5(7(34** C8MB1 03%2% C8MB1 03000

4 C8MB1 5%,43,0* C8MB1 130%1 C8MB1 03000

4 C8MB1 S' 4*403%02 C8MB1 1377, C8MB1 03000

4 C8MB1 S' 40123((, C8MB1 23527 C8MB1 03000

4 C8MB1 S' 2,123010 C8MB1 03000 C8MB1 03000

4 C8MB1 S' 15*13127 C8MB1 03000 C8MB1 03000

4 C8MB1 S' 4215374( C8MB1 03000 C8MB1 03000

5 C8MB1 S' 4215374( C8MB1 03000 C8MB1 030005 C8MB1 S' 15*13127 C8MB1 03000 C8MB1 03000

5 C8MB1 S' 2,123010 C8MB1 03000 C8MB1 03000

5 C8MB1 S' 40123((, C8MB1 23527 C8MB1 03000

5 C8MB1 S' 4*403%02 C8MB1 1377, C8MB1 03000

5 C8MB1 5%,43,0* C8MB1 130%1 C8MB1 03000

5 C8MB1 5(7(34** C8MB1 03%2% C8MB1 03000

5 C8MB1 %42030%4 C8MB1 03000 C8MB1 03000

5 C8MB1 %%713,74 C8MB1 03%2% C8MB1 03000

5 C8MB1 4**%3070 C8MB1 034*% C8MB1 03000

5 C8MB1 40723545 C8MB1 132%0 C8MB1 03000

5 C8MB1 S' 2,**3,,4 C8MB1 13,7* C8MB1 03000

5 C8MB1 S' 15%%32*7 C8MB1 2372( C8MB1 03000

5 C8MB1 S' 10**3%%* C8MB1 03000 C8MB1 03000

'able 0: oncrete Desi&n 2 Beam Summary Data A/ !;0"/B200) Part o$

'able 0: oncrete Desi&n 2 Beam Summary Data A/ !;0"/B200) Part o$

%rame ''rnombo ''rnRebar 6rrMs& 5arnMs&

mm2mm

4 C8MB1 03000 Sear stress eEcees maEimuma!!o/e.

:o Messa"es

4 C8MB1 03000 :o Messa"es :o Messa"es


4 C8MB1 03000 e reFuire rein+orcin" eEceesmaEimum a!!o/e

:o Messa"es


:o Messa"es

Pa"e 20 o+ 21


21/21



:o Messa"es


:o Messa"es


:o Messa"es

4 C8MB1 03000 e reFuire rein+orcin" eEcees

maEimum a!!o/e

:o Messa"es


:o Messa"es


:o Messa"es


:o Messa"es

4 C8MB1 03000 e reFuire rein+orcin" eEceesmaEimum a!!o/eG Sear stress

eEcees maEimum a!!o/e.

:o Messa"es



:o Messa"es



:o Messa"es



:o Messa"es


:o Messa"es


:o Messa"es


:o Messa"es


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:o Messa"es


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:o Messa"es




:o Messa"es

Documents

report hasil perhitungan SAP