Perancangan Gedung 3 Lantai Ok

8/19/2019 Perancangan Gedung 3 Lantai Ok

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PERANCANGAN BANGUNAN SIPIL GEDUNG

FAKULTAS TEKNIK SIPIL DAN PERENCANAAN

INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311

Priyadi 12 101 034

STRUKTUR RUK 3 !ANTA"

#$25%

#$25%

#$25%

#$25%

!e&a' &angga

#%#$5% 1%1%

1$6%

#%

3$%

3$%


2/86




1. Menentukan Tebal Pelat

Sara& * +lendu&an , + , +%a'-

enen&uan &e/al pela& ( + ) /erda-ar'an lendu&an *

+ +%n

+%a

Tinjau ae!a" A

4 * 2#0 %pa 2#0 N%% !e/ar alo' 250 %%

! * ara+ %e%anang 8 le/ar /alo' #250 %% 9 250 %% #000 %%

! * ara+ %ele/ar 8 le/ar /alo' #500 %% 9 250 %% #250 %%

:a'a *

0$;#1

!n #500 9 250 #250 %%

Karena un-ur 'e'a'uan < % dala% per-a%aan &er-e/u& /elu% d 'e&a+u$

-e+ngga d pa'a per-a%aan /er'u& *

+%n

;1$7#%%

+%a

113$33%%

Sara& &e/al pela& * ;1$7#%% , + , 113$33%%

Priyadi 12 101 034


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:a'a d a%/l &e/al pela& lan&a ( + ) 120 %%. ( -ara& -n dengan &e/al pla& lan&a

%n%u% $dan &e/al pela& a&ap ( & ) d a-u%-'an le/+ 'ecl dar pela& lan&a$ a&u 110

%%$-e+ngga a%an)

#. Penentuan Leba! Man$aat %be&

Te/al pela& lan&a ( + ) 120 %% d%en- /alo' 25 c% 30 c%

/e = ! = #500%% 1125%%

/e /> ? 16 (&) 250 ? 16 ( 120%% ) 2170%%

@ :a'a da%/l ang &er'ecl$ a&u /e 1125%%

'. Penentuan Titik Pu(at Be!at

er-a%aan -&a&- %o%en &er+adap &ep rua- a&a- *

A%1& ) 1125 %% 120 %% 135000 %%2

Priyadi 12 101 034

1

2


4/86




A%#& ) 250 %% 10 %% #5000 %%2

A&o&al A(1) ? A(2) 135000 %%2 ? #5000 %%2 10000 %%2

(1) 11252 562$5 %% (2) 2502 125 %%

B(1) 1202 60 %% B(2) 102 ;0 %%

:a'a *

#53$125 %%

B

67$5 %%

Ba 67$5 %%

B/ 300 9 Ba 300 9 67$5 232$5

Priyadi 12 101 034


5/86




*. :o%en "ner-a Ter+adap Su%/u

" /1

162000000 ? 75;3750? 562500000 ? 2271250

75# 75 000 %%#

" /1 " /2

Un&u' /en&ang pla& *

"-1

6#.000.000%%

Cc/ Cc-

:a'a *


6/86




Sara& &e/al pela& * ;1$7# %% , + , 113$33 %%

Untuk tebal 0lat lantai ia/bil 1# // an 0lat ata0 11 //

2. Nilai Pe/bebanan Plat

A. Beban Pelat Atap

1. e/an +dup ( F! )

e/an ar +uan 3 c% (0$03 10) 30 'g%2 0$30 'N%2

e/an a&ap %enuru& SN"( -e-ua 'egunaan /anggunan) 100 'g%2 1$00 'N%2

1$30 'N%2

2. e/an %a& ( F )

e/an -endr pela& (0$11 2#00) 26# 'g%2 2$6#

'N%2

e/an pla4on dan penggan&ung 0$07

'N%2

e/an -pe- 'edap ar 2 21 'g%2 perle/ar 0$#2

'N%2

F 3.13 'N%2

B. Beban Pelat Lantai

1. e/an +dup ( F! )

e/an lan&aSN"( -e-ua 'egunaan /anggunan) 250 'g%2 2$50 'N%2

2. e/an %a& ( F )e/an -endr pela& (0$12 2#00) 2 'g%2 2$

'N%2

e/an Hn-ng pela& (0$03 2#00) 72 'g%2 0$72

'N%2

e/an pla4on dan penggan&ung 0$07

'N%2

e/an Kra%' 0$60 'N%

e/an -pe- 'edap ar 2 21 'g%2 perle/ar 0$#2

'N%2

F #$6; 'N%2

Pe!"itunan Nilai 3u

1. Un&u' A&ap

Fu 1$2 I F ? 1$6 I F!

1$2 I 3$13 ? 1$6 I

1$30

3$756? 2$00

5$36'N%2

2. Un&u' !an&a

Fu 1$2 I F ? 1$6 I F!

1$2 I #$6;? 1$6 I 2$50

5$62? #$00

;$62 'N%2

Priyadi 12 101 034


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4. Pe!en5anaan Penulanan Plat

A. Penulangan Pelat Atap

1. Plat A

:o%en8%o%en ang %enen&u'an

:l 0$001 Fu I l2 I 0$001I 5$36 I ( #$25 )2 I 36 3$7;5'N%

:l 0$001 Fu I l2 I 0$001I5$36 I ( #$25 )2 I 2 2$;52 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I 5$36I ( #$25 )2 I 7# 87$01 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I5$36I ( #$25 )2 I 65 86$52 'N%

:& D %l D I3$7;5 1$;7'N%

:& D %l D .3$7;5 1$#76 'N%

a%e&er &ulangan u&a%a dala% ara+ dan

%% &ungan &ulangan

Te/al pela& ( + ) 110 %%

Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )

d + 9 penu&up 9 D d

110 9 20 9 D I 6 %%


d + 9 penu&up 9 d 9 D d

110 9 20 9 9 D I 7 %%

1) 531$0;'N%2 0$531:a

Priyadi 12 101 034

! #500 %%

! #250 %%

Te/al pela& * 110 %%

Fu 5$36 'N%2

HcL 25 :pa


8/86




Man 0$0027 M%n 0$0025

A-l M%nI / I d I 106 0$0027 I 1$0 I 0$06 I 106 232$20 %%2

A-l 232$20%%2

guna'an &ulangan ¿1/4.π .d2=0,25×3,14×82 50$2# %%2

Ju%la+ &ulangan 232,20

50,24 #$62 @ 5 /ua+

Jara' &ulangan dala% 1 %1 1000

4,62 216 %%2

Jara' %a'-%u% 2 + 2 110 220 %%

A- ang &%/ul 5.=. π . d2 5 50$2# 251$20 O 232$20 (A-) Po'Q

pa'a &ulangan 6 #1 //

2) 511$00 'N%2 0$511 :a

Man 0$0027 M%n 0$0025

A-l Manal-a I / I d I 106 0$0027 I 1$0 I 0$076 I 106 205$20 %%2

A-l 205$20 %%2

guna'an &ulangan ¿1/4.π .d2=0,25×3,14×82 50$2# %%2

Ju%la+ &ulangan 205,20

50,24 #$0 @ 5 /ua+

Jara' &ulangan dala% 1 %1 1000

5 200 %%2

Jara' %a'-%u% 2 + 2 110 220 %%

A- ang &%/ul 5.=. π . d2 5 50$2# 251$20 O 205$20 (A-) P

o'Q

pa'a &ulangan 6 # //

3) 105#$6; 'N% 1$05# :a

Man 0$0056 M%n 0$0025

A-& Manal-a I / I d I 106 0$0056 I 1$0 I 0$06 . 106 #1$60 %%2

A-& #1$60%%2

Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2

Jumlah tulangan =481,60

50,24= 9,59 ~ 10 buah

Jarak tulangan dalam 1 m1 =1000

10= 104 mm2

Priyadi 12 101 034


9/86




Jarak maksimum = 2 x h = 2 x 110 = 220 mm

As yang timbul = 10.=. π . d2 10 50,24 =

502,40! 481,481 "As# $%k&

Di'akai tulangan ø 8 6 1 //

#) 116$25 'N% 1$16 :a

Man 0$006# M%n 0$0025

A-& Manal-a I / I d I 106 0$006#I 1$0 I 0$076 . 106 550$#0%%2

A-& 550$#0%%2

Digunakan tulangan ø8 ¿1/4.π .d2

=0,25×3,14 ×82

= 50,24 mm2


50,24= 10,9( ~ 11 buah


11= 91 mm2


As yang timbul = 11.=. π . d2 11 50,24=

552,(4! 550,40 "As# $%k&


5) 256$5# 'N% 0$256$5# :a

Man 0$0013 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$06 I 106 215$00%%2.

A-& 215$00 %%2


Jumlah tulangan = 215,0050,24

= 4,28 ~ 5 buah


5= 200 mm2


As yang timbul = 5.=. π . d2 5 50,24= 251,20

! 215,00 "As# $%k&

Di'akai tulangan ø 8 6 # //

6) 255$50 'N% 0.255 :a

Man 0$0013 M%n 0$0025

A-& Manal-a I / I d I 106 0$0025I 1$0 I 0$076 . 106 215$00%%2

A-& 215$00 %%2

Priyadi 12 101 034


10/86





Jumlah tulangan =

215,00

50,24 = 4,28 ~ 5 buah

Jarak tulangan dalam 1 m1=1000

5= 200 mm2


As yang timbul = 5.=. π . d2 5 50,24 = 251,20!

215,00 "As# $%k&


#. Plat B


:l 0$001 Fu I l2 I 0$001 I 5$36 I (#$25)2 I #0 #$16 'N%

:l 0$001 Fu I l2 I 0$001 I 5$36 I (#$25)2 I 3 #$03# 'N%:& 8 0$001 Fu I l2 I 8 0$001 I 5$36 I (#$25)2 I ;0 8;$#; 'N%

:& D %l D I #$16 2$0;3 'N%

:& D %l D I #$03# 2$017 'N%

a%e&er &ulangan u&a%a dala% ara+ dan %%

&ungan &ulangan

Te/al pela& ( + ) 110 %%


d + 9 penu&up 9 D d

110 9 20 9 D I 6%%


Priyadi 12 101 034

! #250 %%

! #500 %%


Fu 5$36 'N%2

HcL 25 :pa


11/86





110 9 20 9 10 9 D I 76%%

1) 566$00 'N%2 0$566 :a

Man 0$0030 M%n 0$0025

A-l M%nI / I d I 106 0$0030 I 1$0 I 0$06 I 106 25$00 %%2

A-l 25$00 %%2



50,24= 5,14 ~ ( buah


6= 1() mm2


As yang timbul = 5.=. π . d2 5 50,24 = *01,44

! 258,00 "As# $%k&

Di'akai tulangan ø 8 6 1+ //

2) 6;$##'N%2 0$6; :a

Man 0$0037 M%n 0$0025

A-l Manal-a I / I d I 106 0$0037 I 1$0 I 0$076 I 106 21$00%%2

A-l 21$00%%2



= 5,(0 ~ ( buah


6= 1)9 mm2


As yang timbul = 6.=. π . d2 ( 50,24 = *01,44!

281,00 "As# $%k&

Di'akai tulangan ø 8 6 1+ //

3) 122$;5 'N% 1$22 :a

Man 0$0070 M%n 0$0025

A-& Manal-a I / I d I 106 0$0070 I 1$0 I 0$076 . 106 532$00 %%2

Priyadi 12 101 034


12/86




A-& 532$00 %%2



50,24= 10,59 ~ 11 buah


11= 94 mm2


As yang timbul =11.=. π . d2 11 50,24 =

552,00 ! 5*2,00 "As# $%k&


#) 23$00 'N% 23$00 :a

Man 0$0015 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$06 . 106 215$00 %%2

A-& 215$00%%2



50,24= 4,28 ~ 5 buah


5= 200 mm2


As yang timbul = 5.=. π . d2 5 50,24 =

251,20 !215,00 "As# $%k&


5) 272$73 'N% 272$73 :a

Man 0$0013 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$076 . 106 1;0.00 %%2

A-& 1;0$00 %%2



50,24= *,)8 ~ 4 buah


4= 250 mm2

Priyadi 12 101 034


13/86





As yang timbul =#.=. π . d2 4 50,24 =

200,9(!190,00 "As# $%k&

Di'akai tulangan ø 8 6 ## //

'. Plat C


:l 0$001 Fu I l2 I 0$001I 5$36 I ( #$00 )2 I 36 3$3;1'N%

:l 0$001 Fu I l2 I 0$001I5$36 I ( #$00 )2 I 2 2$6#0 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I 5$36 I ( #$00 )2 I 7# 86$;# 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I 5$36 I ( #$00 )2 I 6; 86$#; 'N%

Priyadi 12 101 034

! #250 %%

! #000 %%


Fu 5$36 'N%2

HcL 25 :pa


14/86




:& D %l D I 3$3;1 1$6;6 'N%

:& D %l D I 2$6#0 1$320 'N%


&ungan &ulangan

Te/al pela& ( + ) 110 %%


d + 9 penu&up 9 D d

110 9 20 9 D I 6 %%



110 9 20 9 10 9 D I 76 %%

1) #5$53'N%2 0$#5$53 :a

Man 0$0023 M%n 0$0025

A-l M%nI / I d I 106 0$0025 I 1$0 I 0$06 I 106 215.00%%2

A-l 215.00 %%2



50,24= 4,28 ~ 5 buah


5= 2*4 mm2

Jarak maksimum = 2 x h = 2 x 110 = 220 mmAs yang timbul = 5.=. π . d

2 5 50,24 =

251,00 !215,00 "As# $%k&


2) #57$10 'N%2 0$#57 :a

Man 0$0023 M%n 0$0025

A-l M%n I / I d I 106 0$0025 I 1$0 I 0$076 I 106 1;0$00 %%2

A-l 1;0$00 %%2



50,24= 4,28 ~ 4 buah

Priyadi 12 101 034


15/86





4= 250 mm2

Jarak maksimum = 2 x h = 2 x 110 = 220 mmAs yang timbul =#.=. π . d

2 4 50,24 =

200,9(!190,00 "As# $%k&


3) ;3;$## 'N% 0$;3; :a

Man 0$0050 M%n 0$0025

A-& Manal-a I / I d I 106 0$0050 I 1$0 I 0$06 . 106 #30$00 %%2

A-& #30$00%%2



50,24= 8,5( ~ 9 buah


9= 11) mm2

Jarak maksimum = 2 x h = 2 x 110 = 220 mmAs yang timbul = ;.=. π . d

2 9 50,24 =

452,1(!4*0,00 "As# $%k&


#) 111;$;2'N% 1$11;:a

Man 0$0060 M%n 0$0025

A-& Manal-a I / I d I 106 0$0060I 1$0 I 0$076 . 106 516$00 %%2

A-& 516$00 %%2



50,24= 10,2)~ 11 buah


11= 91 mm2

Jarak maksimum = 2 x h = 2 x 110 = 220 mmAs yang timbul = 11.=. π . d

2 11 50,24 =

552,(4!51(,00 "As# $%k&


Priyadi 12 101 034


16/86




5) 2;3$57'N% 0$2;3 :a

Man 0$0015 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$06 I 106 215$00 %%2.

A-& 215$00%%2



50,24= 4,28~5 buah


5= 200 mm2


As yang timbul = 5.=. π . d2 5 50,24 =

251,20 !215,00 "As# $%k&


6) 22$55 'N% 0$22 :a

Man 0$0012 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$076 . 106 215$00 %%2

A-& 215$00 %%2



50,24= 4,28~ 5 buah


5= 200 mm2


As yang timbul = 5.=. π . d2 4550,24 =

251,20!215,00 "As# $%k&


'.Plat D

Priyadi 12 101 034

! #500 %%

! #500 %%


Fu 5$36 'N%2

HcL 25:pa


17/86





:l 0$001 Fu I l2 I 0$001 I 5$36 I (#$00)2 I #0 3$3;1 'N%

:l 0$001 Fu I l2 I 0$001 I 5$36 I (#$00)2 I 3 2$6#0 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I 5$36 I (#$00)2 I ;2 86$;# 'N%

:& D %l D I 3$3;1 1$6;6 'N%

:& D %l D I 2$6#0 1.320 'N%


&ungan &ulangan

Te/al pela& ( + ) 110 %%


d + 9 penu&up 9 D d

110 9 20 9 D I 6 %%



110 9 20 9 10 9 D I 76 %%

1) #5$53 'N%2

0$#5 :aMan 0$002# M%n 0$0025

A-l M%nI / I d I 106 0$0025 I 1$0 I 0$06 I 106 215$0 %%2

A-l 215$0 %%2



50,24= 4,28~ 4 buah

Jarak tulangan dalam 1 m

1

=

1000

4 = 200 mm

2


As yang timbul = 5.=. π . d2 5 50,24 =

251,20!215,00 "As# $%k&


Priyadi 12 101 034


18/86




2) #57$10'N%2 0$#57 :a

Man 0$002# M%n 0$0025

A-l M%n I / I d I 106 0$0023 I 1$0 I 0$076 I 106 1;0$00%%2

A-l 1;0$00 %%2



50,24= *,)8 ~ 4 buah


4= 250 mm2


As yang timbul =#.=. π . d2 4 50,24 =

200,9(!190,00 "As# $%k&


3) ;3;$## 'N% 0$;3; :a

Man 0$0050 M%n 0$0025A-& Manal-a I / I d I 10

6 0$0050 I 1$0 I 0$06 . 106 30$00 %%2

A-& 30$00%%2



50,24= ),5( ~ 8 buah


8= 1*2 mm2


As yang timbul =.=. π . d2 8 50,24 =

401,9(!*80,00 "As# $%k&


#) 22;$26'N% 0$22; :a

Man 0$0012 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$06 . 106 215$00 %%2

A-& 215$00 %%2


Priyadi 12 101 034


19/86





50,24= 4,28~ 5 buah

Jarak tulangan dalam 1 m1= 10005

= 200 mm2


As yang timbul = 5.=. π . d2 4 50,24 =

251,00 !215,00 "As# $%k&


5) 22;$26 'N% 0$22; :a

Man 0$000; M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$076 . 106 1;0$00 %%2

A-& 1;0$00 %%2



50,24= *,)8 ~ 4 buah


= 250 mm2


As yang timbul =#.=. π . d2 4 50,24 =

200,9(!190,00 "As# $%k&


Tabel Penulanan

TIPE MMu

Mu/b∙d²

Ρanalisa

Ρmin As(mm2)

Tulangan

(km) (k/m

Priyadi 12 101 034


20/86




2)

MLX

*+)9551*,10

0+002) 0+00252*2+2

0ø 8

21(

"210

mm#

MLY

2+952511,00

0+002) 0+0025205+2

0ø 8 20

0" 20

0mm

#

A MTX

)+8011054,)

0 0+005( 0+0025481+(

0ø 8

104

"100

mm#

MTY

(+852118(,2

( 0+00(4 0+0025550+4

0ø 8 91 " 90

mm#

MTIX

1+89)25(,55

0+001* 0+0025215+0

0ø 8

200

"200

mm#

MTIY

1+4)(255,50

0+001* 0+0025215+0

0ø 8

200

"200

mm#

MLX

4+18(5((,01

0+00*0 0+0025258+0

0ø 8

1()

"150

mm#

! MLY

4+0*4(98,45

0+00*) 0+0025281+2

0ø 8

1)9

"150

mm#

MTY

9+4891282,9

5 0+00)0 0+00255*2+0

0ø 8 94 " 90 mm

#

MTIX

2+09*28*,00

0+0015 0+0025215+0

0ø 8

200

"200

mm#

MTIY

2+01)2)2,)*

0+0014 0+0025190+0

0ø 8

250

"220

mm#

MLX

*+*91458,54

0+002* 0+0025215+0

0ø 8

200

"220

mm#

MLY

2+(4045),11

0+002* 0+0025190+0

0ø 8

250

"220

mm#

" MTX

(+9489*9,44

0+0050 0+00254*0+0

0ø 8

11)

"100

mm#

MTY

(+4(91119,9

2 0+00(0 0+002551(+0

0ø 8 91 " 90

mm#

MTIX 1+(9( 29*,5) 0+0015 0+0025 215+00 ø 8 200 " 200 mm#

MTIY

1+*20228,55

0+0015 0+0025215+0

0ø 8

200

"200

mm#

MLX

*+*91458,54

0+0024 0+0025215+0

0ø 8

200

"200

mm#

MLY

2+(4045),11

0+0024 0+0025190+0

0ø 8

250

"220

mm#

# MTY

(+9489*9,44

0+0051 0+0025*80+0

0ø 8

1*2

"100

mm#

MTIX

1+(9(229,2)

0+0012 0+0025215+0

0ø 8

200

"200

mm#

MTIY

1+*201)8,49

0+0009 0+0025190+0

0ø 8

250

"220

mm#

Priyadi 12 101 034


21/86




3 Penulangan Pelat Lantai

1. Plat A


:l 0$001 Fu I l2 I 0$001I;$62I ( #$25 )2 I #1 7$213'N%

:l 0$001 Fu I l2 I 0$001. ;$62I ( #$25 )2 I26 6$177 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I ;$62I ( #$25 )2 I ;2 817$#11'N%

:& 8 0$001 Fu I l2 I 8 0$001 I;$62I ( #$25 )2 I 65 81;$70# 'N%

:& D %l D I 7$213 3$607'N%

:& D %l D I 6$177 2$2#'N%


&ungan &ulangan

Te/al pela& ( + ) 120 %%


d + 9 penu&up 9 D d

120 9 20 9 D I ;6 %%

Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )d + 9 penu&up 9 d 9 D d

120 9 20 9 10 9 D I 6 %%

Priyadi 12 101 034

3.70

4.40

! #250 %%

! #000 %%


Fu ;$62 'N%2

HcL 25 :pa

#$25


22/86




1) 72$6 'N%2 0$72 :a

Man 0$00#2 M%n 0$0025

A-l ManI / I d I 106 0$00#2I 1$0 I 0$0;6 I 106 #03$20 %%2

A-l #03$20 %%2



50,24= 8,0*~ 9 buah


9= 125 mm2


As yang timbul = ;.=. π . d2 9 50,24 =

452,1(! 40*,20 "As# $%k&

Di'akai tulangan ø 8 6 1# //

2) 617$72 'N%2 0$617 :a

Man 0$0033 M%n 0$0025

A-l Manal-a I / I d I 106 0$0033. 1$0 I 0$06 I 106 316$0 %%2

A-l 316$0 %%2



50,24= (,*1~ ) buah


7= 14* mm2


As yang timbul = 7.=. π . d2 ) 50,24 =

*51,(8 ! *1(,80 "As# $%k&

Di'akai tulangan ø 8 6 1* //

3) 17#1$15 'N% 1$7#1 :a

Man 0$00;6 M%n 0$0025

A-& Manal-a I / I d I 106 0$00;6I 1$0 I 0$0;6 . 106 ;21$60 %%2

A-& ;21$60 %%2

Digunakan tulangan ø12 ¿1/4.π .d2=0,25×3,14 ×122 = 11*,04

mm2

Priyadi 12 101 034


23/86




Jumlah tulangan =

113.04¿

912,00

¿

= 8,15~ 9 buah


9= 111 mm2


As yang timbul = 9.=. π . d2 9 50,24 =

101),*(!921,(0 "As# $%k&

Di'akai tulangan ø12 6 11 //

#) 3;1$3# 'N% 0$3;1 :a

Man 0$0021 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$0;6 I 106 201$60 %%2.

A-& 201$60 %%2



50,24= 4,01~ 5 buah

Jarak tulangan dalam 1 m1= 10005 = 200 mm

2


As yang timbul = 5.=. π . d2 550,24 =

251,20 !201,(0 "As# $%k&


5) 30$6 'N% 0$30 :a

Man 0$0016 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$06 . 106 137$60%%2

A-& 137$60 %%2



50,24= 2,)* ~ * buah


3= 250 mm2


As yang timbul = 5.=. π . d2 550,24 =

251,20 ! 215,00 "As# $%k&


Priyadi 12 101 034


24/86




Priyadi 12 101 034


25/86




#. Plat B


:l 0$001 Fu I l2 I 0$001I ;$62I ( #$25 )2 I 31 5$525 'N%

:l 0$001 Fu I l2 I 0$001I ;$62I ( #$25 )2 I 33 5$73; 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I;$62I ( #$25 )2 I 75 813$0#5 'N%

:& D %l D I 5$525 2$6; 'N%


&ungan &ulangan

Te/al pela& ( + ) 120 %%


d + 9 penu&up 9 D d

120 9 20 9 D I ;6 %%



120 9 20 9 10 9 D I 6 %%

1) 5;;$50 'N%2 0$5;; :a

Man 0$0032 M%n 0$00125

A-l M%nI / I d I 106 0$0032 I 1$0 I 0$0;6 I 106 307$20 %%2

A-l 307$20 %%2


Priyadi 12 101 034

4.40

3.60

! #500 %%

! #500 %%


Fu ;$62 'N%2

HcL 25 :pa

#$25

#$50


26/86





50,24= (,11 ~ ) buah


= 142 mm2


As yang timbul = 6.=. π . d2 (50,24 =

*51,(8 ! *0),20 "As# $%k&

Di'akai tulangan ø 8 6 1* //

2) 775$;5 'N%2 0$775 :a

Man 0$00#2 M%n 0$001

A-l Manal-a I / I d I 106 0$00#2 I 1$0 I 0$06 I 106 #03$20 %%2

A-l #03$20 %%2 9 250 %%



50,24= 8,0* ~ 9 buah


= 111 mm2


As yang timbul = ;.=. π . d2 9 50,24 =

452,1( !40*,20 "As# $%k&


3) 1763$1 'N% 1$763 :a

Man 0$00;7 M%n 0$0025

A-& Manal-a I / I d I 106 0$00;7 I 1$0 I 0$06 . 106 3#$20 %%2

A-& 3#$20 %%2

Digunakan tulangan ø10 ¿1/4.π .d2=0,25×3,14 ×10 = )8,50 mm2


78,5= 10,(* ~ 11 buah


11 = 200 mm2


As yang timbul = 11.=. π . d2 11)8,50 =

8(*,50!8*4,20 "As# $%k&

Priyadi 12 101 034


27/86




Di'akai tulangan ø10 6 # //

#) 311$35'N% 0$3113:a

Man 0$0016 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$06 . 106 2#0$00 %%2

A-& 2#0$00 %%2



= 4,)8 ~ 5 buah


5= 200 mm2


As yang timbul = 5.=. π . d2 5 50,24 =

251,20 ! 240,00 "As# $%k&


'. Plat C


:l 0$001 Fu I l2 I 0$001I ;$62I ( #$00 )2 I #2 6.3#7 'N%

:l 0$001 Fu I l2 I 0$001I ;$62I ( #$00 )2 I 26 #$0# 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I;$62I ( #$00 )2 I 6; 810$672 'N%

:& D %l D I 6$#37 3$207 'N%

Priyadi 12 101 034

! #250 %%

! #000 %%


Fu ;$62 'N%2

HcL 25 :pa


28/86




:& D %l D I 6$#37 2$02# 'N%


&ungan &ulangan

Te/al pela& ( + ) 120 %%


d + 9 penu&up 9 D d

120 9 20 9 D I ;6 %%



120 9 20 9 10 9 D I 6 %%

1) 6;5$;3'N%2 0$6;5 :a

Man 0$0037 M%n 0$001

A-l ManI / I d I 106 0$0037 I 1$0 I 0$0;6 I 106 355$20 %%2

A-l 355$20 %%2



50,24= ),0) ~ 8 buah


8= 125 mm2


As yang timbul = .=. π . d2 8 50,24 =

401,92 ! *55,20 "As# $%k& Di'akai tulangan ø 8 6 1# //

2) 5#7$2 'N%2 0$5#7 :a

Man 0$002; M%n 0$0025

A-l Manal-a I / I d I 106 0$002; I 1$0 I 0$06 I 106 2#;$0 %%2

A-l 2#;$0 %%2



50,24= 5,54 ~ ( buah


6= 200 mm2


Priyadi 12 101 034


29/86




As yang timbul = 5.=. π . d2 5 50,24 =

251,20 ! 249,80 "As# $%k&


3) 1157$;6 'N% 1$157 :a

Man 0$0063 M%n 0$0025

A-& Manal-a I / I d I 106 0$0063 I 1$0 I 0$0;6 . 106 60#$0 %%2

A-& 60#$0 %%2

Digunakan tulangan ø12 ¿1/4.π .d2=0,25×3,14 ×122 = 11*,04

mm2


113,04= 5,*5 ~ ( buah


6= 1() mm2


As yang timbul = 6.=. π . d2 ( 50,24 =

)91,28 !(04,80 "As# $%k&

Di'akai tulangan ø12 6 1+ //

#) #33$5; 'N% 0$#33 :a

Man 0$00023 M%n 0$0025

A-& M%n I / I d I 106 0$0025 I 1$0 I 0$0;6 I 106 2#0$00 %%2.

A-& 2#0$00 %%2



= 4,)8 ~ 5 buah


5= 250 mm2


As yang timbul = 5.=. π . d2 5 50,24 =

251,20 !240,00 "As# $%k&

Di'akai tulangan ø8 6 #* //

5) 273$6#'N% 0$273 :a

Man 0$0015 M%n 0$0025

A-& M%n I / I d I 106 0$0025I 1$0 I 0$06 . 106 215$00 %%2

A-& 215$00 %%2

Priyadi 12 101 034


30/86

G





Jumlah tulangan =

215,00

50,24 = 4,28~ 5 buah


5= 200 mm2


As yang timbul = 5.=. π . d2 5 50,24 =

251,20 ! 215,00 "As# $%k&

Di'akai tulangan ø 8 6 #* //

*. Plat D


:l 0$001 Fu I l

2

I 0$001I ;$62I ( #$00 )

2

I 32 #$;30 'N%:l 0$001 Fu I l2 I 0$001I ;$62I ( #$00 )2 I 3# 5$23 'N%

:& 8 0$001 Fu I l2 I 8 0$001 I;$62I ( #$00 )2 I 75 811$55# 'N%

:& D %l D I #$;30 2$61; 'N%


&ungan &ulangan

Te/al pela& ( + ) 120 %%


d + 9 penu&up 9 D d

120 9 20 9 D I ;6 %%


Priyadi 12 101 034

! #250 %%

! #000 %%


Fu ;$62 'N%2

HcL 25 :pa


31/86





120 9 20 9 10 9 D I 6 %%

1) 53#$; 'N%2 0$53# :a

Man 0$0037 M%n 0$0025

A-l ManI / I d I 106 0$0037 I 1$0 I 0$0;6 I 106 355$20 %%2

A-l 355$20 %%2



= ),0) ~ 8 buah


8= 125 mm2


As yang timbul = .=. π . d2 8 50,24 =

401,92 ! *55,20 "As# $%k&

Di'akai tulangan ø 8 6 1# //

2) 70$17'N%2 0$70 :a

Man 0$002; M%n 0$0025

A-l Manal-a I / I d I 106 0$002; I 1$0 I 0$06 I 106 2#;$#0

A-l 2#;$#0 %%2



= 4,9( ~ 5 buah


5= 200 mm2


As yang timbul = 5.=. π . d2 5 50,24 =

251,20 !1))2,80 "As# $%k&


3) 1253$65 'N% 0$125 :a

Man 0$006 M%n 0$001

A-& Manal-a I / I d I 106 0$006I 1$0 I 0$073 . 106 5#$0 %%2

A-& 5#$0 %%2

Priyadi 12 101 034


32/86





Jumlah tulangan =

171,80

50,24 = 11,(4 ~ 12 buah


12= 250 mm2


As yang timbul = #.=. π . d2 4 50,24 =

200,9(! 154,80 "As# $%k&

Di'akai tulangan ø 8 6#* //

#) 35#$0; 'N% 0$35# :a

Man 0$00015 M%n 0$0025

A-& M%n I / I d I 106 0$0025 I 1$0 I 0$0;6 I 106 2#0$00%%2.

A-& 2#0$00 %%2



50,24= 4,)8 ~ 5 buah


= 250 mm2


As yang timbul = 5.=. π . d2 5 50,24 =

251,20 ! 240,00 "As# $%k&

Di'akai tulangan ø 8 6 #* //

Tabel Tulanan

TIPE

MMu

Mu/b∙d² $analis

a$min

As(mm2)

%ulangan(km)

(k/m2)

MLX)+21*

)82,(80+0042 0+0025

40*+20

ø 8 125 "

120

mm#

MLY4+5(9

(1),)20+00** 0+0025

*1(+80

ø 8 14* "

140

mm#

A MTX

1(+04(1)41,1

5 0+009( 0+0025921+(0

ø 8 111 "

110

mm#

MTIX

*+(0) *91,*4 0+0021 0+0025

201+

(0 ø 8

20

0 "

20

0

mm

#

MTIY2+284

*08,8(0+001( 0+0025

215+00

ø 8 250 "

220

mm#

MLX5+525

599,500+00*2 0+0025

*0)+20

ø 8 14* "

140

mm#

! MLY

5+)*9))5,95

0+0042 0+002540*+20

ø 8 111 "

110

mm#

MTY1*+045

1)(*,81 0+009) 0+0025

8*4+20

ø 8 200 "

200

mm#

Priyadi 12 101 034


33/86




MTIX2+8(9

*11,*50+001( 0+0025

240+00

ø 8 200 "

200

mm#

MLX(+41*)

(95,9*0+00*) 0+0025

*55+20

ø 8 125 "

120

mm#

" MLY

4+04854),28

0+0029 0+0025249+40

ø 8 200 "

200

mm#

MTX10+()2

115),9( 0+00(* 0+0025

(04+80

ø 8 1() "

150

mm#

MTIX*+20)

4**,590+002* 0+0025

240+00

ø 8 200 "

240

mm#

MTIY2+024

2)*,(40+0015 0+0025

215+00

ø 8 200 "

240

mm#

MLX4+9*0

5*4,890+00*) 0+0025

*55+20

ø 8 120 "

*00

mm#

# MLY

5+2*8)08,1)

0+0029 0+0025249+40

ø 8 200 "

500

mm#

MTY11+554

125*,(5 0+00(8 0+0025

584+80

ø 8 250 "

*00

mm#

MTIX2+(19

*54,090+0019 0+0025

240+00

ø 8 200 "

500

mm#

Priyadi 12 101 034


34/86




Priyadi 12 101 034


35/86




Priyadi 12 101 034


36/86




8. Pe!"itunan Beban Me!ata

A. Beban Merata pada Atap

a& Dae!a" A

- Beban mati

8 2 ( + F a&ap )

8 2 ( 1$25 % 3$13 'N%2 )

8 2 ( 3$;125 'N% )

8 7$25 'N%8 72$5 'g% 0$72 T%

8

- Beban hidup

8 2 ( + F! a&ap )

8 2 ( 1$25 % 1$0 'N%2 )

8 2 ( 2$25 'N% )

8 #$5 'N%

8 #50 'g% 0$#50 T%

-

b& Dae!a" B

8

9

8

8

8

Priyadi 12 101 034


37/86


38/86




B. Beban Terpusat pada Atap

a& Dae!a" C

9

8

8

8

8

8

8

8

8

8 A 2 D (1 % ? 2$25 %) 1$25 % ? D (2$25 % 2$25 %)

8 2 1$#062 % ? 2$5312 %

8 7$7# %2

8

9 Beban mati

8 A F a&ap ? ( A /alo' panang /alo' /e&on )8 7$7# %2 3$13 'N%2 ? (0$25.0$1 #$5 2#00 )

8 7$7# %2 313 'g%2 ? #6 'g

8 2#6#$1 'g ? #6 'g

8 2;50$1 'g 2$;50 T

8

9 Beban hidup

8 ! A F! a&ap

8 7$7# %2 1$0 'N%2

8 1#$17#6 'N

8 1#17$#6 'g

8 1$#17 T

8

Priyadi 12 101 034


39/86




b& Dae!a" D

-

8

88

8

8

8

8 A 2 D ( #$5% 2$25% )

8 10$125 %2

8

8

9 Beban mati

8 A F a&ap ? ( A /alo' panang /alo' /e&on )

8 10$125 %2 3$13 'N%2 ? (0$25.0$1 #$5 2#00 )

8 10$125 %2 313 'g%2 ? #6 'g

8 316;$125 'g ? #6 'g

8 3655$125 'g 3$655 T

8

9 Beban hidup

8 ! A F! a&ap

8 10$125 %2 1$0 'N%2

8 1$225 'N

8 122$5 'g

8 1$22 T

8

8

C. Beban Merata pada Lantai

a& Dae!a" A

Priyadi 12 101 034


40/86




8

- Beban mati

8 2 ( + F lan&a )

8 2 ( 2$25 % #$0; 'N%2 )

8 2 ( ;$2025 'N% )

8 1$#05 'N%

8 1#0$5 'g% 1$#0 T%

9 Beban hidup

8 2 ( + F! lan&a )

8 2 ( 2$25 % 2$50 'N%2 )

8 2 ( 5$625 'N% )

8 11$25 'N%

- 1125 'g% 1$125 T%

8

D. Beban Terpusat pada Lantai

a& Dae!a" B

8

8

8

8

8

8

8

Priyadi 12 101 034


41/86




8

- A 2 (D (2$25 % 2$25 %)

8 2 2$5312 %

8 5$0625 %2

8

9 Beban mati

8 A F lan&a ? ( A /alo' panang /alo' /e&on )

8 5$0625 %2 #$0; 'N%2 ? (0$25.0$1 #$5 2#00 )

8 5$0625 %2 #0; 'g%2 ? #6 'g

8 2070$56 'g ? #6 'g8 2556$56 'g 2$556 T

8

9 Beban hidup

8 ! A F! lan&a

8 5$0625 %2 2$50 'N%2

8 12$6562 'N

8 1265$62 'g

9 1$265 T

8

8

b& Dae!a" C

9

8

8

8

88

8

- A 2 (D (#$5 % 2$25 %)

8 2 5$0625%

Priyadi 12 101 034


42/86




8 10$125 %2

8

8 Beban mati

8 A F lan&a ? ( A /alo' panang /alo' /e&on )

8 10$125 %2 #$0; 'N%2 ? (0$25.0$1 #$5 2#00 )

8 10$125 %2 #0; 'g%2 ? #6 'g

8 #1#1$125 'g ? #6 'g

8 #627$125 'g

8 #$627 T

8 Beban hidup8 ! A F! lan&a

8 10$125 %2 2$50 'N%2

8 25$3125 'N

8 2531$25 'g

8 2$531 T

8

8

Priyadi 12 101 034


43/86

8


44/86

E. Beban Terpusat pada Balkon

8

8

8

8

8

8

8

8

8 (0$3 ? 0$11 ? 0$6) 0$11 % /e&on

8 1$01 % 0$11 % 2#00 'g%

8 266$6# 'g

8 0$266 T

8

7. Pe!"itunan Beban Anin


45/86

9

8

8

88

8

8

8

8

8

8

8

8

8

8

8


46/86

8 P=V

2

16 V 100 '%a%

100000m

3600detik 2 de&'

8 P=28

2

16 #; 'g%2

8

8

8

a. Angin datang ( tiup )

8 F1 0$; (#$5 2) #; 3;6$; 'g

8 F2 0$; (#$5 #) #; 7;3$ 'g

8 F3 0$; (#$5 3$;) #; 773$;6 'g

8

b. Angin pergi ( hisap )

8 F1 0$# (#$5 2) #; 176$# 'g

8 F2 0$# (#$5 #) #; 352$ 'g

8 F3 0$# (#$5 3$;) #; 3#3$; 'g

8

c. Beban angin total

8 F1 &o&al 3;6$; ? 176$# 573$3 'g 0$573 T

8 F2 &o&al 7;3$ ? 352$ 11#6$6 'g 1$1#6 T

8 F3 &o&al 773$;6 ? 3#3$; 1117$;# 'g 1$117 T

8

8

8

8

8


47/86

-

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

88

8

8

8

8

8

8

8

8

8

9 Sket(a Pen:eba!an Beban 0aa Ata0


48/86

9

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

88

8

8

8

8

8

8

8

8

8

8

8

8

9 Sket(a Pen:eba!an Beban 0aa Lantai

8


49/86

9

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

88

8

8

8

8

8

8

8

8

8

8

8

8

8

8

9 Sket(a Penulanan 0aa Plat Ata0

8


50/86

9

8

8

8

88

8

88

8

88

8

8

8

88

88

8

88

8

8

88

888

8

88

8

88

8

8

88

8

88

8

88

8

8

88

8

88

9 Sket(a Penulanan Paa Plat Lantai

8


51/86

9 REKAPITULASI PEMBEBANAN

9

88

8

88

8

88

8

8

88

8

88

8

88

8

8


52/86

8

8

88

8

88

8

88

8

88

8

Kolo%

alo' T A&apalo' T !an&a


53/86

8 PRINT INPUT TABLES

88 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE

!

8 !2"22"!2 !!:2#:!2

8

8 PERANCANGAN BANGUNAN SIPIL GEDUNG

8 ANALISA STRU$TUR

88 S T A T I C L % A D C A S E S

88 STATIC CASE SELF &T

8 CASE T'PE FACT%R

88 DL DEAD !(0000

8 LL! LI)E 0(0000

8 LL2 LI)E 0(0000

8 LL* LI)E 0(0000

8 &L &IND 0(0000

8

8 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE2

8 !2"22"!2 !!:2#:!2


8 ANALISA STRU$TUR8

8 + % I N T D A T A

88 +%INT GL%BAL-, GL%BAL-' GL%BAL- RESTRAINTS

ANGLE-A ANGLE-B ANGLE-C

8

8 ! -4(0000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000

8 2 -4(0000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000

8 * -4(0000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000

8 4 -4(0000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000

8 0(00000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000

8 4(0000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000

8 7 4(0000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000

8 / 4(0000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000

8 # 4(0000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000

8 !0 0(00000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000

8 !! 0(00000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000

8 !2 0(00000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000

8 !* -(7000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000

8 !4 (7000 0(00000 !!(/0000 0 0 0 0 0 0

0(000 0(000 0(00088 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE

*

8 !2"22"!2 !!:2#:!2

8


8 ANALISA STRU$TUR

88 F R A 1 E E L E 1 E N T D A T A

88 FRA1E +NT-! +NT-2 SECTI%N ANGLE RELEASES SEG1ENTS

R! R2 FACT%R LENGT

88 ! ! 2 $L 0(000 000000 2

0(000 0(000 !(000 *(/00

8 2 2 * $L 0(000 000000 20(000 0(000 !(000 4(000

8 * * 4 $L 0(000 000000 20(000 0(000 !(000 4(000

8 4 4 BA 0(000 000000 40(000 0(000 !(000 4(00

8 BA 0(000 000000 40(000 0(000 !(000 4(00

8 7 $L 0(000 000000 20(000 0(000 !(000 4(000

8 7 7 / $L 0(000 000000 20(000 0(000 !(000 4(000


54/86

8 / / # $L 0(000 000000 20(000 0(000 !(000 *(/00

8 # !0 !! $L 0(000 000000 20(000 0(000 !(000 *(/00

8 !0 !! !2 $L 0(000 000000 20(000 0(000 !(000 4(000

8 !! !2 $L 0(000 000000 20(000 0(000 !(000 4(000

8 !2 * !2 BL 0(000 000000 40(000 0(000 !(000 4(00

8 !* !2 7 BL 0(000 000000 40(000 0(000 !(000 4(00

8 !4 / !! BL 0(000 000000 40(000 0(000 !(000 4(00

8 ! !! 2 BL 0(000 000000 40(000 0(000 !(000 4(00

8 ! 4 !* BA 0(000 000000 40(000 0(000 !(000 !(20

8 !7 !4 BA 0(000 000000 40(000 0(000 !(000 !(20

8


8 !2"22"!2 !!:2#:!2


8 ANALISA STRU$TUR

8

8 + % I N T F % R C E S Lo3 C3e DL

8

8 +%INT GL%BAL-, GL%BAL-' GL%BAL- GL%BAL-,, GL%BAL-''GL%BAL-

88 !* 0(000 0(000 -0(2 0(000 0(000

0(000

8 !4 0(000 0(000 -0(2 0(000 0(0000(000

8 4 0(000 0(000 -2(#0 0(000 0(0000(000

8 0(000 0(000 -2(#0 0(000 0(0000(000

8 0(000 0(000 -*( 0(000 0(0000(000

8 2 0(000 0(000 -2( 0(000 0(0000(000

8 * 0(000 0(000 -2( 0(000 0(0000(000

8 7 0(000 0(000 -2( 0(000 0(0000(000

8 / 0(000 0(000 -2( 0(000 0(0000(000

8 !! 0(000 0(000 -4(27 0(000 0(0000(000

8 !2 0(000 0(000 -4(27 0(000 0(0000(000


8 !2"22"!2 !!:2#:!2

8

8 PERANCANGAN BANGUNAN SIPIL GEDUNG8 ANALISA STRU$TUR

88 + % I N T F % R C E S Lo3 C3e LL!

88 +%INT GL%BAL-, GL%BAL-' GL%BAL- GL%BAL-,, GL%BAL-''

GL%BAL-

8

8 4 0(000 0(000 -!(4!7 0(000 0(0000(000

8 0(000 0(000 -!(4!7 0(000 0(0000(000

8 0(000 0(000 -!(/22 0(000 0(0000(000

8 2 0(000 0(000 -!(2 0(000 0(0000(000

8 * 0(000 0(000 -!(2 0(000 0(0000(000

8 7 0(000 0(000 -!(2 0(000 0(0000(000

8 / 0(000 0(000 -!(2 0(000 0(0000(000

8 !! 0(000 0(000 -2(*! 0(000 0(0000(000

8 !2 0(000 0(000 -2(*! 0(000 0(0000(000

8


55/86


8 !2"22"!2 !!:2#:!2

8


8 ANALISA STRU$TUR

88 + % I N T F % R C E S Lo3 C3e &L

88 +%INT GL%BAL-, GL%BAL-' GL%BAL- GL%BAL-,, GL%BAL-''GL%BAL-

88 !* 0(7* 0(000 0(000 0(000 0(000

0(000

8 * !(!4 0(000 0(000 0(000 0(0000(000

8 2 !(!!7 0(000 0(000 0(000 0(0000(000


7

8 !2"22"!2 !!:2#:!*


8 ANALISA STRU$TUR

88 F R A 1 E S P A N D I S T R I B U T E D L % A D S Lo3 C3e DL

88 FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B

)ALUE-B

88 ! F%RCE GL%BAL- 0(0000 0(0000 !(0000

-0(7/20

8 !7 F%RCE GL%BAL- 0(0000 0(0000 !(0000-0(7/20

8 4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(40/0

8 4 F%RCE GL%BAL- 0(000 -!(40/0 !(00000(0000

8 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(40/0

8 F%RCE GL%BAL- 0(000 -!(40/0 !(00000(0000

8 !2 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400

8 !2 F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000

8 !* F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400

8 !* F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000

8 !4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400

8 !4 F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000

8 ! F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400

8 ! F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000

8

8 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE/

8 !2"22"!2 !!:2#:!*


8 ANALISA STRU$TUR

8

8 F R A 1 E S P A N D I S T R I B U T E D L % A D S Lo3 C3e LL!

8

8 FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B)ALUE-B

88 ! F%RCE GL%BAL- 0(0000 0(0000 !(0000

-0(400

8 !7 F%RCE GL%BAL- 0(0000 0(0000 !(0000-0(400

8 4 F%RCE GL%BAL- 0(0000 0(0000 0(000

-0(/!008 4 F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000

8 F%RCE GL%BAL- 0(0000 0(0000 0(000-0(/!00

8 F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000

8 !2 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20

8 !2 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000


56/86

8 !* F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20

8 !* F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000

8 !4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20

8 !4 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000

8 ! F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20

8 ! F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000


#

8 !2"22"!2 !!:2#:!*

8


8 ANALISA STRU$TUR

88 F R A 1 E S P A N D I S T R I B U T E D L % A D S Lo3 C3e LL2

88 FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B

)ALUE-B

88 ! F%RCE GL%BAL- 0(0000 0(0000 !(0000

-0(400

8 F%RCE GL%BAL- 0(0000 0(0000 0(000-0(/!00

8 F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000

8 !2 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20

8 !2 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000

8 !4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20

8 !4 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000

8

8 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE!0

8 !2"22"!2 !!:2#:!*


8 ANALISA STRU$TUR

8

8 F R A 1 E S P A N D I S T R I B U T E D L % A D S Lo3 C3e LL*

8

8 FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B)ALUE-B

88 4 F%RCE GL%BAL- 0(0000 0(0000 0(000

-0(/!00

8 4 F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000

8 !* F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20

8 !* F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000

8 ! F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20

8 ! F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000

8 !7 F%RCE GL%BAL- 0(0000 0(0000 !(0000-0(400

8


57/86

9 PRINT OUTPUT TABLES


!

8 !2"22"!2 !!:*0:40

8

8 PERANCANGAN BANGUNAN SIPIL GEDUNG8 ANALISA STRU$TUR

88 L % A D C % 1 B I N A T I % N 1 U L T I P L I E R S

88 C%1B% T'PE CASE FACT%R T'PE TITLE

88 C%1B! ADD C%1B!

8 DL !(2000 STATIC5DEAD6

8 LL! !(000 STATIC5LI)E6

8

8 C%1B2 ADD C%1B2


8 LL2 !(000 STATIC5LI)E6

8

8 C%1B* ADD C%1B*


8 LL* !(000 STATIC5LI)E688 C%1B4 ADD C%1B4


8 LL! !(0000 STATIC5LI)E6

8 &L !(000 STATIC5&IND6

88 C%1B ADD C%1B


8 LL2 !(0000 STATIC5LI)E6


88 C%1B ADD C%1B


8 LL* !(0000 STATIC5LI)E6


8


2

8 !2"22"!2 !!:*0:40


8 ANALISA STRU$TUR

8

8 + % I N T D I S P L A C E 1 E N T S

8

8 +%INT L%AD U! U2 U* R!R2 R*

8

8 ! DL 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! LL! 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! LL2 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! LL* 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! &L 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! C%1B! 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! C%1B2 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! C%1B* 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! C%1B4 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 ! C%1B 0(0000 0(0000 0(0000 0(0000

0(0000 0(000088 2 DL -2(4E-0 0(0000 -!(/4!E-0* 0(0000

!(24E-0* 0(0000

8 2 LL! -!(0*E-0 0(0000 -(4/E-04 0(00007(*0/E-04 0(0000

8 2 LL2 -2(#E-04 0(0000 -!(2/#E-04 0(0000-*(2E-04 0(0000

8 2 LL* 2(/4E-04 0(0000 -!(7#E-04 0(0000!(074E-0* 0(0000


58/86

8 2 &L 0(0!/ 0(0000 !(!#0E-04 0(00004(2E-0* 0(0000

8 2 C%1B! -4(0*E-0 0(0000 -*(247E-0* 0(0000*(!!/E-0* 0(0000

8 2 C%1B2 -(040E-04 0(0000 -2(4!E-0* 0(0000!(*/!E-0* 0(0000

8 2 C%1B* 4(2//E-04 0(0000 -2(4#7E-0* 0(0000*(/E-0* 0(0000

8 2 C%1B4 0(022 0(0000 -2(7E-0* 0(00000(0!0! 0(0000

8 2 C%1B 0(024# 0(0000 -2(!4/E-0* 0(0000#(04E-0* 0(0000

8 2 C%1B 0(02 0(0000 -2(!#/E-0* 0(00000(0!0 0(0000

8

8 * DL !(!*!E-0 0(0000 -*(!0E-0* 0(0000!(4E-0* 0(0000

8 * LL! !(#4E-0 0(0000 -!(!07E-0* 0(0000(2!4E-04 0(0000

8 * LL2 -*(47#E-04 0(0000 -2(/7E-04 0(0000!(!*#E-0* 0(0000

8 * LL* *(0*E-04 0(0000 -2(2E-04 0(0000-(*07E-04 0(0000

8 * &L 0(0*/ 0(0000 !(/!/E-04 0(0000*(!##E-0* 0(0000

8 * C%1B! !(7!E-0 0(0000 -(!E-0* 0(0000

2(7*E-0* 0(0000

8 * C%1B2 -(4*0E-04 0(0000 -4(20#E-0* 0(0000*(/!E-0* 0(0000

8 * C%1B* (74!E-04 0(0000 -4(!//E-0* 0(0000#(0#*E-04 0(0000

8 * C%1B4 0(072 0(0000 -4(#E-0* 0(00007(4#/E-0* 0(0000

8 * C%1B 0(0# 0(0000 -*(77E-0* 0(0000/(0!E-0* 0(0000

8 * C%1B 0(07 0(0000 -*(744E-0* 0(0000(*4E-0* 0(0000

88 4 DL (0//E-0 0(0000 -*(/22E-0* 0(0000

!(044E-0* 0(0000

8 4 LL! 2(44E-0 0(0000 -!(*40E-0* 0(0000(**E-04 0(0000

8 4 LL2 -#(00E-04 0(0000 -2(#2E-04 0(0000

-#(#0#E-04 0(00008 4 LL* #(744E-04 0(0000 -*(*/E-04 0(0000

!(//E-0* 0(0000

8 4 &L 0(04* 0(0000 2(007E-04 0(0000!(4##E-0* 0(0000

8 4 C%1B! !(0!/E-04 0(0000 -(7*!E-0* 0(00002(270E-0* 0(0000

8 4 C%1B2 -!(4#E-0* 0(0000 -(0E-0* 0(0000-*(*2*E-04 0(0000

8 4 C%1B* !(20E-0* 0(0000 -(!24E-0* 0(0000*(7#4E-0* 0(0000

8 4 C%1B4 0(0742 0(0000 -(0E-0* 0(00004(2/7E-0* 0(0000

8 4 C%1B 0(07*2 0(0000 -4(/E-0* 0(00002(!E-0* 0(0000

8 4 C%1B 0(07! 0(0000 -4(0!E-0* 0(0000(240E-0* 0(0000

88 DL 0(0000 0(0000 -(7*#E-0* 0(0000

0(0000 0(0000

8 LL! 0(0000 0(0000 -2(*!0E-0* 0(00000(0000 0(0000

8 LL2 -#(#2E-04 0(0000 -(/#E-04 0(0000!(*0/E-0* 0(0000

8 LL* #(#2E-04 0(0000 -(/#E-04 0(0000-!(*0/E-0* 0(0000

8 &L 0(04* 0(0000 0(0000 0(0000!(0/*E-0* 0(0000

8 C%1B! 0(0000 0(0000 -0(0!0 0(00000(0000 0(0000

8 C%1B2 -!(*E-0* 0(0000 -7(/*!E-0* 0(00002(0#*E-0* 0(0000

8 C%1B* !(*E-0* 0(0000 -7(/*!E-0* 0(0000-2(0#*E-0* 0(0000

8 C%1B4 0(0740 0(0000 -#(!#7E-0* 0(0000!(7*2E-0* 0(0000

8 C%1B 0(07*0 0(0000 -7(477E-0* 0(0000*(04!E-0* 0(0000

8 C%1B 0(070 0(0000 -7(477E-0* 0(00004(24*E-04 0(0000

88 DL -(0//E-0 0(0000 -*(/22E-0* 0(0000

-!(044E-0* 0(0000

8 LL! -2(44E-0 0(0000 -!(*40E-0* 0(0000-(**E-04 0(0000


59/86

8 LL2 -#(744E-04 0(0000 -*(*/E-04 0(0000-!(//E-0* 0(0000

8 LL* #(00E-04 0(0000 -2(#2E-04 0(0000#(#0#E-04 0(0000

8 &L 0(042 0(0000 -2(00#E-04 0(0000!(0#E-0* 0(0000

8 C%1B! -!(0!/E-04 0(0000 -(7*!E-0* 0(0000-2(270E-0* 0(0000

8 C%1B2 -!(20E-0* 0(0000 -(!24E-0* 0(0000-*(7#4E-0* 0(0000

8 C%1B* !(4#E-0* 0(0000 -(0E-0* 0(0000*(*2*E-04 0(0000

8 C%1B4 0(07*# 0(0000 -(24/E-0* 0(0000(20E-04 0(0000

8 C%1B 0(072# 0(0000 -(244E-0* 0(0000-4(2#E-04 0(0000

8 C%1B 0(074# 0(0000 -(200E-0* 0(00002(!2E-0* 0(0000

88 7 DL -!(!*!E-0 0(0000 -*(!0E-0* 0(0000

-!(4E-0* 0(0000

8 7 LL! -!(#4E-0 0(0000 -!(!07E-0* 0(0000-(2!4E-04 0(0000

8 7 LL2 -*(0*E-04 0(0000 -2(2E-04 0(0000(*07E-04 0(0000

8 7 LL* *(47#E-04 0(0000 -2(/7E-04 0(0000

-!(!*#E-0* 0(0000

8 7 &L 0(0*7 0(0000 -!(/20E-04 0(0000*(20/E-0* 0(0000

8 7 C%1B! -!(7!E-0 0(0000 -(!E-0* 0(0000-2(7*E-0* 0(0000

8 7 C%1B2 -(74!E-04 0(0000 -4(!//E-0* 0(0000-#(0#*E-04 0(0000

8 7 C%1B* (4*0E-04 0(0000 -4(20#E-0* 0(0000-*(/!E-0* 0(0000

8 7 C%1B4 0(070 0(0000 -(!7/E-0* 0(00002(7*E-0* 0(0000

8 7 C%1B 0(07 0(0000 -4(*2E-0* 0(0000*(#0E-0* 0(0000

8 7 C%1B 0(074 0(0000 -4(**#E-0* 0(00002(2*E-0* 0(0000

88 / DL 2(4E-0 0(0000 -!(/4!E-0* 0(0000

-!(24E-0* 0(00008 / LL! !(0*E-0 0(0000 -(4/E-04 0(0000

-7(*0/E-04 0(0000

8 / LL2 -2(/4E-04 0(0000 -!(7#E-04 0(0000-!(074E-0* 0(0000

8 / LL* 2(#E-04 0(0000 -!(2/#E-04 0(0000*(2E-04 0(0000

8 / &L 0(0!7 0(0000 -!(!#0E-04 0(00004(44E-0* 0(0000

8 / C%1B! 4(0*E-0 0(0000 -*(247E-0* 0(0000-*(!!/E-0* 0(0000

8 / C%1B2 -4(2//E-04 0(0000 -2(4#7E-0* 0(0000-*(/E-0* 0(0000

8 / C%1B* (040E-04 0(0000 -2(4!E-0* 0(0000-!(*/!E-0* 0(0000

8 / C%1B4 0(02! 0(0000 -*(04/E-0* 0(00004(70E-0* 0(0000

8 / C%1B 0(024/ 0(0000 -2(7#E-0* 0(00004(407E-0* 0(0000

8 / C%1B 0(024 0(0000 -2(2#E-0* 0(0000(/*E-0* 0(0000

8

8 # DL 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # LL! 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # LL2 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # LL* 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # &L 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # C%1B! 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # C%1B2 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # C%1B* 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # C%1B4 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 # C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8


60/86

8 !0 DL 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 LL! 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 LL2 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 LL* 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 &L 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 C%1B! 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 C%1B2 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 C%1B* 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 C%1B4 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8 !0 C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000

8

8 !! DL 0(0000 0(0000 -2(#24E-0* 0(00000(0000 0(0000

8 !! LL! 0(0000 0(0000 -!(!/#E-0* 0(0000

0(0000 0(0000

8 !! LL2 -2(7E-04 0(0000 -*(0*E-04 0(0000#(77*E-04 0(0000

8 !! LL* 2(7E-04 0(0000 -*(0*E-04 0(0000-#(77*E-04 0(0000

8 !! &L 0(0!7 0(0000 0(0000 0(0000*(27E-0* 0(0000

8 !! C%1B! 0(0000 0(0000 -(4!2E-0* 0(00000(0000 0(0000

8 !! C%1B2 -4(42E-04 0(0000 -*(##E-0* 0(0000!(4E-0* 0(0000

8 !! C%1B* 4(42E-04 0(0000 -*(##E-0* 0(0000-!(4E-0* 0(0000

8 !! C%1B4 0(02! 0(0000 -4(##E-0* 0(0000(/04E-0* 0(0000

8 !! C%1B 0(024/ 0(0000 -*(/!*E-0* 0(0000(7/!E-0* 0(0000

8 !! C%1B 0(024 0(0000 -*(/!*E-0* 0(00004(/27E-0* 0(0000

8

8 !2 DL 0(0000 0(0000 -4(///E-0* 0(00000(0000 0(0000

8 !2 LL! 0(0000 0(0000 -!(#7#E-0* 0(00000(0000 0(0000

8 !2 LL2 -*(4#E-04 0(0000 -(00E-04 0(0000-!(*!4E-0* 0(0000

8 !2 LL* *(4#E-04 0(0000 -(00E-04 0(0000!(*!4E-0* 0(0000

8 !2 &L 0(0*7 0(0000 0(0000 0(00002(#*E-0* 0(0000

8 !2 C%1B! 0(0000 0(0000 -#(0*!E-0* 0(00000(0000 0(0000

8 !2 C%1B2 -(7/E-04 0(0000 -(7*E-0* 0(0000-2(!02E-0* 0(0000

8 !2 C%1B* (7/E-04 0(0000 -(7*E-0* 0(00002(!02E-0* 0(0000

8 !2 C%1B4 0(07! 0(0000 -7(/44E-0* 0(00004(*0#E-0* 0(0000

8 !2 C%1B 0(07 0(0000 -(*70E-0* 0(00002(##E-0* 0(0000

8 !2 C%1B 0(07 0(0000 -(*70E-0* 0(0000(2*E-0* 0(0000

88 !* DL (0//E-0 0(0000 -4(277E-0* 0(0000

-7(#72E-04 0(0000

8 !* LL! 2(44E-0 0(0000 -#(2!E-04 0(00002(4E-04 0(0000

8 !* LL2 -#(00E-04 0(0000 -!(#0E-0* 0(0000-!(*7!E-0* 0(0000

8 !* LL* #(744E-04 0(0000 !(4#E-0* 0(0000!(//E-0* 0(0000

8 !* &L 0(04* 0(0000 2(07E-0* 0(0000!(4##E-0* 0(0000

8 !* C%1B! !(0!/E-04 0(0000 -(0E-0* 0(0000-(4/!E-04 0(0000

8 !* C%1B2 -!(4#E-0* 0(0000 -/(!/2E-0* 0(0000-*(!0E-0* 0(0000

8 !* C%1B* !(20E-0* 0(0000 -2(4#*E-0* 0(0000!(/4E-0* 0(0000

8 !* C%1B4 0(0742 0(0000 -2(7*4E-0* 0(0000!(#/E-0* 0(0000

8 !* C%1B 0(07*2 0(0000 -*(7!#E-0* 0(00007(!*!E-0 0(0000


61/86

8 !* C%1B 0(07! 0(0000 -!(*0E-04 0(0000*(0*0E-0* 0(0000

8

8 !4 DL -(0//E-0 0(0000 -4(277E-0* 0(00007(#72E-04 0(0000

8 !4 LL! -2(44E-0 0(0000 -#(2!E-04 0(0000-2(4E-04 0(0000

8 !4 LL2 -#(744E-04 0(0000 !(4#E-0* 0(0000-!(//E-0* 0(0000

8 !4 LL* #(00E-04 0(0000 -!(#0E-0* 0(0000!(*7!E-0* 0(0000

8 !4 &L 0(042 0(0000 -2(0/7E-0* 0(0000!(0#E-0* 0(0000

8 !4 C%1B! -!(0!/E-04 0(0000 -(0E-0* 0(0000(4/!E-04 0(0000

8 !4 C%1B2 -!(20E-0* 0(0000 -2(4#*E-0* 0(0000-!(/4E-0* 0(0000

8 !4 C%1B* !(4#E-0* 0(0000 -/(!/2E-0* 0(0000*(!0E-0* 0(0000

8 !4 C%1B4 0(07*# 0(0000 -#(*#*E-0* 0(0000*(!!E-0* 0(0000

8 !4 C%1B 0(072# 0(0000 -(/22E-0* 0(0000!(7/*E-0* 0(0000

8 !4 C%1B 0(074# 0(0000 -0(0!04 0(00004(742E-0* 0(0000

8


*

8 !2"22"!2 !!:*0:40


8 ANALISA STRU$TUR

88 + % I N T R E A C T I % N S

88 +%INT L%AD F! F2 F* 1!

12 1*

8

8 ! DL 0(*#!0 0(0000 22(2/*7 0(00000(4/#4 0(0000

8 ! LL! 0(!7# 0(0000 7(#2 0(00000(2200 0(0000

8 ! LL2 -0(047 0(0000 !(0#0 0(0000-0(0*4# 0(0000

8 ! LL* 0(220 0(0000 2(!02 0(00000(2! 0(0000

8 ! &L -0(//* 0(0000 -!(*#*! 0(0000-2(*77 0(0000

8 ! C%1B! 0(70 0(0000 */(///4 0(00000(#*#4 0(0000

8 ! C%1B2 0(*#*2 0(0000 2#(!4/ 0(00000(*! 0(0000

8 ! C%1B* 0(/22* 0(0000 *0(!04 0(00000(#/#7 0(0000

8 ! C%1B4 -0(7442 0(0000 *2(!040 0(0000-2(##7 0(0000

8 ! C%1B -0(#7 0(0000 2(020 0(0000-*(2!7 0(0000

8 ! C%1B -0(##4 0(0000 2(!4! 0(0000

-2(#* 0(000088 # DL -0(*#!0 0(0000 22(2/*7 0(0000

-0(4/#4 0(0000

8 # LL! -0(!7# 0(0000 7(#2 0(0000-0(2200 0(0000

8 # LL2 -0(220 0(0000 2(!02 0(0000-0(2! 0(0000

8 # LL* 0(047 0(0000 !(0#0 0(00000(0*4# 0(0000

8 # &L -0(/02 0(0000 !(*#*0 0(0000-2(*#4 0(0000

8 # C%1B! -0(70 0(0000 */(///4 0(0000-0(#*#4 0(0000

8 # C%1B2 -0(/22* 0(0000 *0(!04 0(0000-0(#/#7 0(0000

8 # C%1B* -0(*#*2 0(0000 2#(!4/ 0(0000-0(*! 0(0000

8 # C%1B4 -2(02! 0(0000 *(!7 0(0000-4(/2* 0(0000

8 # C%1B -2(0* 0(0000 *!(07!# 0(0000-4(!*/ 0(0000

8 # C%1B -!(7#/! 0(0000 *0(47/2 0(0000-4(*274 0(0000

88 !0 DL 0(0000 0(0000 *4(#7* 0(0000

0(0000 0(0000

8 !0 LL! 0(0000 0(0000 !*(#24 0(00000(0000 0(0000


62/86

8 !0 LL2 0(2/2 0(0000 *(4 0(00000(*70 0(0000

8 !0 LL* -0(2/2 0(0000 *(4 0(0000-0(*70 0(0000

8 !0 &L -!(!07 0(0000 (/7E-0 0(0000-2(70 0(0000

8 !0 C%1B! 0(0000 0(0000 4(24!4 0(00000(0000 0(0000

8 !0 C%1B2 0(42#! 0(0000 47(4/! 0(00000(7!2 0(0000

8 !0 C%1B* -0(42#! 0(0000 47(4/! 0(0000-0(7!2 0(0000

8 !0 C%1B4 -!(7720 0(0000 (//* 0(0000-4(2727 0(0000

8 !0 C%1B -!(0*/ 0(0000 4(!4 0(0000-*(#!7 0(0000

8 !0 C%1B -2(0402 0(0000 4(!4 0(0000-4(2#7 0(0000

88


8 !2"22"!2 !!:*0:40


8 ANALISA STRU$TUR

88 F R A 1 E E L E 1 E N T F % R C E S

8

8 FRA1E L%AD L%C P )2 )* T12 1*

88 ! DL

8 0(00 -22(2/ -*(#!0E-0! 0(00 0(000(00 -4(/#4E-0!

8 !(#0 -2!( -*(#!0E-0! 0(00 0(000(00 2(*E-0!

8 *(/0 -20(/2 -*(#!0E-0! 0(00 0(000(00 #(#E-0!

8 ! LL!

8 0(00 -7(# -!(7#E-0! 0(00 0(000(00 -2(200E-0!

8 !(#0 -7(# -!(7#E-0! 0(00 0(00

0(00 !(!4!E-0!8 *(/0 -7(# -!(7#E-0! 0(00 0(00

0(00 4(4/2E-0!

8 ! LL2

8 0(00 -!(! 4(7E-02 0(00 0(000(00 *(4#0E-02

8 !(#0 -!(! 4(7E-02 0(00 0(000(00 -(44E-02

8 *(/0 -!(! 4(7E-02 0(00 0(000(00 -!(4/E-0!

8 ! LL*

8 0(00 -2(!0 -2(20E-0! 0(00 0(000(00 -2(!E-0!

8 !(#0 -2(!0 -2(20E-0! 0(00 0(000(00 !(77E-0!

8 *(/0 -2(!0 -2(20E-0! 0(00 0(000(00 (/#E-0!

8 ! &L8 0(00 !(*# /(/*E-0! 0(00 0(00

0(00 2(*/

8 !(#0 !(*# /(/*E-0! 0(00 0(000(00 7(27/E-0!

8 *(/0 !(*# /(/*E-0! 0(00 0(000(00 -#(2!#E-0!

8 ! C%1B!

8 0(00 -*/(/# -7(0E-0! 0(00 0(000(00 -#(*#4E-0!

8 !(#0 -*/(0! -7(0E-0! 0(00 0(000(00 4(//E-0!

8 *(/0 -*7(!4 -7(0E-0! 0(00 0(000(00 !(#!

8 ! C%1B2

8 0(00 -2#(! -*(#*2E-0! 0(00 0(000(00 -(*!E-0!

8 !(#0 -2/(2/ -*(#*2E-0! 0(00 0(000(00 2(!E-0!

8 *(/0 -27(40 -*(#*2E-0! 0(00 0(000(00 #(2E-0!

8 ! C%1B*

8 0(00 -*0(!0 -/(22*E-0! 0(00 0(000(00 -#(/#7E-0!

8 !(#0 -2#(2* -/(22*E-0! 0(00 0(000(00 (72E-0!

8 *(/0 -2/(* -/(22*E-0! 0(00 0(000(00 2(!*


63/86

8 ! C%1B4

8 0(00 -*2(!0 7(442E-0! 0(00 0(000(00 *(00

8 !(#0 -*!(2* 7(442E-0! 0(00 0(000(00 !(/

8 *(/0 -*0(* 7(442E-0! 0(00 0(000(00 !(/#E-0!

8 ! C%1B

8 0(00 -2(02 #(7E-0! 0(00 0(000(00 *(2

8 !(#0 -2(!4 #(7E-0! 0(00 0(000(00 !(4!

8 *(/0 -24(27 #(7E-0! 0(00 0(000(00 -4(20E-0!

8 ! C%1B

8 0(00 -2(! (##4E-0! 0(00 0(000(00 2(#7

8 !(#0 -2(74 (##4E-0! 0(00 0(000(00 !(4

8 *(/0 -24(/ (##4E-0! 0(00 0(000(00 *(077E-0!

88 2 DL

8 0(00 -!(*2 -(4!E-0! 0(00 0(000(00 -!(*

8 2(00 -!4( -(4!E-0! 0(00 0(000(00 -2(*E-02

8 4(00 -!*(7# -(4!E-0! 0(00 0(000(00 !(*0

8 2 LL!

8 0(00 -(!0 -2(#!0E-0! 0(00 0(000(00 -(#/*E-0!

8 2(00 -(!0 -2(#!0E-0! 0(00 0(000(00 -!(2*E-02

8 4(00 -(!0 -2(#!0E-0! 0(00 0(000(00 (/E-0!

8 2 LL2

8 0(00 -!( -!(70E-0! 0(00 0(000(00 -!(2/4E-0!

8 2(00 -!( -!(70E-0! 0(00 0(000(00 2(2!E-0!

8 4(00 -!( -!(70E-0! 0(00 0(000(00 (7!E-0!

8 2 LL*

8 0(00 -/(40E-0! -!(!07E-0! 0(00 0(000(00 -4(#4E-0!

8 2(00 -/(40E-0! -!(!07E-0! 0(00 0(000(00 -2(*/0E-0!

8 4(00 -/(40E-0! -!(!07E-0! 0(00 0(000(00 -!(70E-02

8 2 &L

8 0(00 (##!E-0! 4(!E-0! 0(00 0(000(00 7(0*E-0!

8 2(00 (##!E-0! 4(!E-0! 0(00 0(000(00 -2(!70E-0!

8 4(00 (##!E-0! 4(!E-0! 0(00 0(000(00 -!(!4

8 2 C%1B!

8 0(00 -2( -!(2 0(00 0(000(00 -2(/

8 2(00 -2(* -!(2 0(00 0(000(00 -(42*E-02

8 4(00 -24(7! -!(2 0(00 0(000(00 2(47

8 2 C%1B2

8 0(00 -20(// -!(0/ 0(00 0(000(00 -!(/*

8 2(00 -!#(# -!(0/ 0(00 0(000(00 *(22E-0!

8 4(00 -!#(0* -!(0/ 0(00 0(000(00 2(4/

8 2 C%1B*

8 0(00 -!#(7* -#(740E-0! 0(00 0(000(00 -2(*

8 2(00 -!/(/! -#(740E-0! 0(00 0(000(00 -4(0#!E-0!

8 4(00 -!7(/# -#(740E-0! 0(00 0(00

0(00 !(48 2 C%1B4

8 0(00 -22(*7 -*(4#4E-0! 0(00 0(000(00 -!(0#

8 2(00 -2!(4 -*(4#4E-0! 0(00 0(000(00 -*(#!7E-0!

8 4(00 -20(* -*(4#4E-0! 0(00 0(000(00 *(070E-0!

8 2 C%1B

8 0(00 -!/(/2 -2(***E-0! 0(00 0(000(00 -(20E-0!


64/86

8 2(00 -!7(#0 -2(***E-0! 0(00 0(000(00 -!(40E-0!

8 4(00 -!(#/ -2(***E-0! 0(00 0(000(00 *(!27E-0!

8 2 C%1B

8 0(00 -!/(!! -!(#0E-0! 0(00 0(000(00 -#(!E-0!

8 2(00 -!7(!# -!(#0E-0! 0(00 0(000(00 -(!*E-0!

8 4(00 -!(27 -!(#0E-0! 0(00 0(000(00 -2(7E-0!

8

8 * DL

8 0(00 -/(2 -(*/*E-0! 0(00 0(000(00 -!(!4

8 2(00 -7(4/ -(*/*E-0! 0(00 0(000(00 -(244E-02

8 4(00 -(7! -(*/*E-0! 0(00 0(000(00 !(0!

8 * LL!

8 0(00 -2(# -2(#2E-0! 0(00 0(000(00 -(**E-0!

8 2(00 -2(# -2(#2E-0! 0(00 0(000(00 2(0/E-0*

8 4(00 -2(# -2(#2E-0! 0(00 0(000(00 (404E-0!

8 * LL2

8 0(00 -2(7E-0! -#(70#E-02 0(00 0(000(00 -(!00E-0!

8 2(00 -2(7E-0! -#(70#E-02 0(00 0(000(00 -*(!/E-0!

8 4(00 -2(7E-0! -#(70#E-02 0(00 0(000(00 -!(2!7E-0!

8 * LL*

8 0(00 -/(#72E-0! -!(!2E-0! 0(00 0(000(00 -/(!*4E-0*

8 2(00 -/(#72E-0! -!(!2E-0! 0(00 0(000(00 *(!42E-0!

8 4(00 -/(#72E-0! -!(!2E-0! 0(00 0(000(00 (*E-0!

8 * &L

8 0(00 2(0#E-0! !(2*0E-0! 0(00 0(000(00 -(07/E-0*

8 2(00 2(0#E-0! !(2*0E-0! 0(00 0(000(00 -2(2!E-0!

8 4(00 2(0#E-0! !(2*0E-0! 0(00 0(000(00 -4(#/!E-0!

8 * C%1B!

8 0(00 -!4(04 -!(0/ 0(00 0(000(00 -2(2*

8 2(00 -!*(!2 -!(0/ 0(00 0(000(00 -7(!2E-02

8 4(00 -!2(20 -!(0/ 0(00 0(000(00 2(0/

8 * C%1B2

8 0(00 -!0(*2 -/(0!4E-0! 0(00 0(000(00 -2(!/

8 2(00 -#(40 -/(0!4E-0! 0(00 0(000(00 -(/0*E-0!

8 4(00 -/(4/ -/(0!4E-0! 0(00 0(00

0(00 !(028 * C%1B*

8 0(00 -!!(** -#(0*#E-0! 0(00 0(000(00 -!(*/

8 2(00 -!0(4! -#(0*#E-0! 0(00 0(000(00 4(27/E-0!

8 4(00 -#(4# -#(0*#E-0! 0(00 0(000(00 2(24

8 * C%1B4

8 0(00 -!2(! -7(!/4E-0! 0(00 0(000(00 -!(#!

8 2(00 -!!(2* -7(!/4E-0! 0(00 0(000(00 -4(72E-0!

8 4(00 -!0(*! -7(!/4E-0! 0(00 0(000(00 #(0E-0!

8 * C%1B

8 0(00 -#(/* -(4*E-0! 0(00 0(00

0(00 -!(/#8 2(00 -/(#! -(4*E-0! 0(00 0(00

0(00 -7(#4!E-0!

8 4(00 -7(#/ -(4*E-0! 0(00 0(000(00 2(#/E-0!

8 * C%1B

8 0(00 -!0(4 -(!04E-0! 0(00 0(000(00 -!(*/

8 2(00 -#(4 -(!04E-0! 0(00 0(000(00 -!(40E-0!


65/86

8 4(00 -/(2 -(!04E-0! 0(00 0(000(00 !(0

8

8 4 DL

8 0(00 -(*/*E-0! -2(4# 0(00 0(000(00 -2(0/

8 !(!* -(*/*E-0! -!(* 0(00 0(000(00 *(20E-0!

8 2(2 -(*/*E-0! !(!4E-02 0(00 0(000(00 !(*0

8 *(*/ -(*/*E-0! !(7 0(00 0(000(00 2(/4!E-0!

8 4(0 -(*/*E-0! 2(2 0(00 0(000(00 -2(!

8 4 LL!

8 0(00 -2(#2E-0! -/(#4!E-0! 0(00 0(000(00 -7(74/E-0!

8 !(!* -2(#2E-0! -(*E-0! 0(00 0(000(00 !(4E-0!

8 2(2 -2(#2E-0! !(7!#E-02 0(00 0(000(00 (*4E-0!

8 *(*/ -2(#2E-0! 7(00E-0! 0(00 0(000(00 !(0#E-0!

8 4(0 -2(#2E-0! #(2/4E-0! 0(00 0(000(00 -/(2!E-0!

8 4 LL2

8 0(00 -#(70#E-02 !(7E-02 0(00 0(000(00 -!(!27E-0!

8 !(!* -#(70#E-02 !(7E-02 0(00 0(000(00 -!(*02E-0!

8 2(2 -#(70#E-02 !(7E-02 0(00 0(000(00 -!(477E-0!

8 *(*/ -#(70#E-02 !(7E-02 0(00 0(000(00 -!(*E-0!

8 4(0 -#(70#E-02 !(7E-02 0(00 0(000(00 -!(/2/E-0!

8 4 LL*

8 0(00 -!(!2E-0! -/(#72E-0! 0(00 0(000(00 -(*E-0!

8 !(!* -!(!2E-0! -(#4E-0! 0(00 0(000(00 2(/74E-0!

8 2(2 -!(!2E-0! !(40E-02 0(00 0(000(00 (#/7E-0!

8 *(*/ -!(!2E-0! (#7E-0! 0(00 0(000(00 2(7E-0!

8 4(0 -!(!2E-0! #(2*E-0! 0(00 0(000(00 -(##/E-0!

8 4 &L

8 0(00 -4(00E-0! 2(0#E-0! 0(00 0(000(00 4(#/!E-0!

8 !(!* -4(00E-0! 2(0#E-0! 0(00 0(000(00 2(24E-0!

8 2(2 -4(00E-0! 2(0#E-0! 0(00 0(000(00 2(7E-02

8 *(*/ -4(00E-0! 2(0#E-0! 0(00 0(000(00 -2(0/#E-0!

8 4(0 -4(00E-0! 2(0#E-0! 0(00 0(000(00 -4(44E-0!

8 4 C%1B!

8 0(00 -!(0/ -4(42 0(00 0(00

0(00 -*(7*8 !(!* -!(0/ -*(0* 0(00 0(00

0(00 (!7E-0!

8 2(2 -!(0/ 4(/7E-02 0(00 0(000(00 2(4

8 *(*/ -!(0/ *(!2 0(00 0(000(00 (!20E-0!

8 4(0 -!(0/ 4(2 0(00 0(000(00 -*(#4

8 4 C%1B2

8 0(00 -/(0!4E-0! -2(#7 0(00 0(000(00 -2(7

8 !(!* -/(0!4E-0! -!(#4 0(00 0(000(00 !(72E-0!

8 2(2 -/(0!4E-0! 4(42/E-02 0(00 0(000(00 !(**

8 *(*/ -/(0!4E-0! 2(02 0(00 0(00

0(00 7(E-028 4(0 -/(0!4E-0! *(0 0(00 0(00

0(00 -2(/7

8 4 C%1B*

8 0(00 -#(0*#E-0! -4(4* 0(00 0(000(00 -*(!

8 !(!* -#(0*#E-0! -*(0* 0(00 0(000(00 /(44*E-0!

8 2(2 -#(0*#E-0! 4(!/E-02 0(00 0(000(00 2(/


66/86

8 *(*/ -#(0*#E-0! *(!2 0(00 0(000(00 7(02E-0!

8 4(0 -#(0*#E-0! 4(! 0(00 0(000(00 -*(70

8 4 C%1B4

8 0(00 -!(4 -*( 0(00 0(000(00 -2(47

8 !(!* -!(4 -2(2# 0(00 0(000(00 #(00E-0!

8 2(2 -!(4 *(7!7E-0! 0(00 0(000(00 2(!

8 *(*/ -!(4 *(04 0(00 0(000(00 !(!*7E-0!

8 4(0 -!(4 4(2# 0(00 0(000(00 -4(!4

8 4 C%1B

8 0(00 -!(4 -2(4 0(00 0(000(00 -!(/!

8 !(!* -!(4 -!(! 0(00 0(000(00 (742E-0!

8 2(2 -!(4 *(70!E-0! 0(00 0(000(00 !(4

8 *(*/ -!(4 2(* 0(00 0(000(00 -!(/E-0!

8 4(0 -!(4 *(*/ 0(00 0(000(00 -*(47

8 4 C%1B

8 0(00 -!(* -*( 0(00 0(000(00 -2(**

8 !(!* -!(* -2(*0 0(00 0(000(00 !(0#

8 2(2 -!(* *(/E-0! 0(00 0(000(00 2(*!

8 *(*/ -!(* *(0* 0(00 0(000(00 2(2E-0!

8 4(0 -!(* 4(2# 0(00 0(000(00 -*(##

8

8 DL

8 0(00 -(*/*E-0! -2(2 0(00 0(000(00 -2(!

8 !(!* -(*/*E-0! -!(7 0(00 0(000(00 2(/4!E-0!

8 2(2 -(*/*E-0! -!(!4E-02 0(00 0(000(00 !(*0

8 *(*/ -(*/*E-0! !(* 0(00 0(000(00 *(20E-0!

8 4(0 -(*/*E-0! 2(4# 0(00 0(000(00 -2(0/

8 LL!

8 0(00 -2(#2E-0! -#(2/4E-0! 0(00 0(000(00 -/(2!E-0!

8 !(!* -2(#2E-0! -7(00E-0! 0(00 0(000(00 !(0#E-0!

8 2(2 -2(#2E-0! -!(7!#E-02 0(00 0(000(00 (*4E-0!

8 *(*/ -2(#2E-0! (*E-0! 0(00 0(000(00 !(4E-0!

8 4(0 -2(#2E-0! /(#4!E-0! 0(00 0(000(00 -7(74/E-0!

8 LL28 0(00 -!(!2E-0! -#(2*E-0! 0(00 0(00

0(00 -(##/E-0!

8 !(!* -!(!2E-0! -(#7E-0! 0(00 0(000(00 2(7E-0!

8 2(2 -!(!2E-0! -!(40E-02 0(00 0(000(00 (#/7E-0!

8 *(*/ -!(!2E-0! (#4E-0! 0(00 0(000(00 2(/74E-0!

8 4(0 -!(!2E-0! /(#72E-0! 0(00 0(000(00 -(*E-0!

8 LL*

8 0(00 -#(70#E-02 -!(7E-02 0(00 0(000(00 -!(/2/E-0!

8 !(!* -#(70#E-02 -!(7E-02 0(00 0(000(00 -!(*E-0!

8 2(2 -#(70#E-02 -!(7E-02 0(00 0(00

0(00 -!(477E-0!8 *(*/ -#(70#E-02 -!(7E-02 0(00 0(00

0(00 -!(*02E-0!

8 4(0 -#(70#E-02 -!(7E-02 0(00 0(000(00 -!(!27E-0!

8 &L

8 0(00 -!(24*E-0! 2(!0*E-0! 0(00 0(000(00 4(47E-0!

8 !(!* -!(24*E-0! 2(!0*E-0! 0(00 0(000(00 2(0#2E-0!


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8 2(2 -!(24*E-0! 2(!0*E-0! 0(00 0(000(00 -2(7*#E-02

8 *(*/ -!(24*E-0! 2(!0*E-0! 0(00 0(000(00 -2(*#E-0!

8 4(0 -!(24*E-0! 2(!0*E-0! 0(00 0(000(00 -(00E-0!

8 C%1B!

8 0(00 -!(0/ -4(2 0(00 0(000(00 -*(#4

8 !(!* -!(0/ -*(!2 0(00 0(000(00 (!20E-0!

8 2(2 -!(0/ -4(/7E-02 0(00 0(000(00 2(4

8 *(*/ -!(0/ *(0* 0(00 0(000(00 (!7E-0!

8 4(0 -!(0/ 4(42 0(00 0(000(00 -*(7*

8 C%1B2

8 0(00 -#(0*#E-0! -4(! 0(00 0(000(00 -*(70

8 !(!* -#(0*#E-0! -*(!2 0(00 0(000(00 7(02E-0!

8 2(2 -#(0*#E-0! -4(!/E-02 0(00 0(000(00 2(/

8 *(*/ -#(0*#E-0! *(0* 0(00 0(000(00 /(44*E-0!

8 4(0 -#(0*#E-0! 4(4* 0(00 0(000(00 -*(!

8 C%1B*

8 0(00 -/(0!4E-0! -*(0 0(00 0(000(00 -2(/7

8 !(!* -/(0!4E-0! -2(02 0(00 0(000(00 7(E-02

8 2(2 -/(0!4E-0! -4(42/E-02 0(00 0(000(00 !(**

8 *(*/ -/(0!4E-0! !(#4 0(00 0(000(00 !(72E-0!

8 4(0 -/(0!4E-0! 2(#7 0(00 0(000(00 -2(7

8 C%1B4

8 0(00 -!(!! -*(2 0(00 0(000(00 -2(72

8 !(!* -!(!! -2(* 0(00 0(00

0(00 7(/2E-0!

8 2(2 -!(!! 2(###E-0! 0(00 0(000(00 2(0/

8 *(*/ -!(!! 2(# 0(00 0(000(00 !(07/E-0!

8 4(0 -!(!! 4(22 0(00 0(000(00 -4(07

8 C%1B

8 0(00 -!(0! -*(2 0(00 0(000(00 -2(

8 !(!* -!(0! -2(* 0(00 0(000(00 #(*!4E-0!

8 2(2 -!(0! *(0*0E-0! 0(00 0(000(00 2(22

8 *(*/ -!(0! 2(#7 0(00 0(000(00 2(4#E-0!

8 4(0 -!(0! 4(22 0(00 0(00

0(00 -*(#*8 C%1B

8 0(00 -#(4!#E-0! -2(7! 0(00 0(000(00 -2(0

8 !(!* -#(4!#E-0! -!(/ 0(00 0(000(00 (!04E-0!

8 2(2 -#(4!#E-0! *(0!E-0! 0(00 0(000(00 !(*7

8 *(*/ -#(4!#E-0! 2(2/ 0(00 0(000(00 -!(/0E-0!

8 4(0 -#(4!#E-0! *(*! 0(00 0(000(00 -*(40

8

8 DL

8 0(00 -(7! -(*/*E-0! 0(00 0(000(00 -!(0!

8 2(00 -7(4/ -(*/*E-0! 0(00 0(00

0(00 (244E-028 4(00 -/(2 -(*/*E-0! 0(00 0(00

0(00 !(!4

8 LL!

8 0(00 -2(# -2(#2E-0! 0(00 0(000(00 -(404E-0!

8 2(00 -2(# -2(#2E-0! 0(00 0(

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