Perancangan Gedung 3 Lantai Ok
Transcript of Perancangan Gedung 3 Lantai Ok
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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$%
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
1. Menentukan Tebal Pelat
Sara& * +lendu&an , + , +%a'-
enen&uan &e/al pela& ( + ) /erda-ar'an lendu&an *
+ +%n
+%a
Tinjau ae!a" A
4 * 2#0 %pa 2#0 N%% !e/ar alo' 250 %%
! * ara+ %e%anang 8 le/ar /alo' #250 %% 9 250 %% #000 %%
! * ara+ %ele/ar 8 le/ar /alo' #500 %% 9 250 %% #250 %%
:a'a *
0$;#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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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
: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
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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
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
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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
*. :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 *
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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
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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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
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 %%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
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
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
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8/19/2019 Perancangan Gedung 3 Lantai Ok
9/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
Jumlah tulangan =481,60
50,24= 10,9( ~ 11 buah
Jarak tulangan dalam 1 m1 =1000
11= 91 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 11.=. π . d2 11 50,24=
552,(4! 550,40 "As# $%k&
Di'akai tulangan ø 8 6 7 //
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan = 215,0050,24
= 4,28 ~ 5 buah
Jarak tulangan dalam 1 m1 =1000
5= 200 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
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
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8/19/2019 Perancangan Gedung 3 Lantai Ok
10/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =
215,00
50,24 = 4,28 ~ 5 buah
Jarak tulangan dalam 1 m1=1000
5= 200 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 5.=. π . d2 5 50,24 = 251,20!
215,00 "As# $%k&
Di'akai tulangan ø 8 6 # //
#. Plat B
:o%en8%o%en ang %enen&u'an
: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 %%
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%%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
Priyadi 12 101 034
! #250 %%
! #500 %%
Te/al pela& * 110 %%
Fu 5$36 'N%2
HcL 25 :pa
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8/19/2019 Perancangan Gedung 3 Lantai Ok
11/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
d + 9 penu&up 9 d 9 D d
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =258,00
50,24= 5,14 ~ ( buah
Jarak tulangan dalam 1 m1=1000
6= 1() mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan = 281,2050,24
= 5,(0 ~ ( buah
Jarak tulangan dalam 1 m1=1000
6= 1)9 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
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
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8/19/2019 Perancangan Gedung 3 Lantai Ok
12/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
A-& 532$00 %%2
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =532,00
50,24= 10,59 ~ 11 buah
Jarak tulangan dalam 1 m1=1000
11= 94 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul =11.=. π . d2 11 50,24 =
552,00 ! 5*2,00 "As# $%k&
Di'akai tulangan ø 8 6 7 //
#) 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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =215,00
50,24= 4,28 ~ 5 buah
Jarak tulangan dalam 1 m1=1000
5= 200 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 5.=. π . d2 5 50,24 =
251,20 !215,00 "As# $%k&
Di'akai tulangan ø 8 6 # //
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =190,00
50,24= *,)8 ~ 4 buah
Jarak tulangan dalam 1 m1=1000
4= 250 mm2
Priyadi 12 101 034
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8/19/2019 Perancangan Gedung 3 Lantai Ok
13/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul =#.=. π . d2 4 50,24 =
200,9(!190,00 "As# $%k&
Di'akai tulangan ø 8 6 ## //
'. Plat C
:o%en8%o%en ang %enen&u'an
: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 %%
Te/al pela& * 110 %%
Fu 5$36 'N%2
HcL 25 :pa
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
14/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
:& D %l D I 3$3;1 1$6;6 'N%
:& D %l D I 2$6#0 1$320 '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 %%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
d + 9 penu&up 9 d 9 D d
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =215,00
50,24= 4,28 ~ 5 buah
Jarak tulangan dalam 1 m1=1000
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&
Di'akai tulangan ø 8 6 ## //
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =215,00
50,24= 4,28 ~ 4 buah
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
15/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Jarak tulangan dalam 1 m1=1000
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# $%k&
Di'akai tulangan ø 8 6 ## //
3) ;3;$## '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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =430,000
50,24= 8,5( ~ 9 buah
Jarak tulangan dalam 1 m1=1000
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# $%k&
Di'akai tulangan ø 8 6 1 //
#) 111;$;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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =516,00
50,24= 10,2)~ 11 buah
Jarak tulangan dalam 1 m1=1000
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&
Di'akai tulangan ø 8 6 7 //
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
16/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =215,00
50,24= 4,28~5 buah
Jarak tulangan dalam 1 m1=1000
5= 200 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 5.=. π . d2 5 50,24 =
251,20 !215,00 "As# $%k&
Di'akai tulangan ø 8 6 # //
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =215,00
50,24= 4,28~ 5 buah
Jarak tulangan dalam 1 m1=1000
5= 200 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 5.=. π . d2 4550,24 =
251,20!215,00 "As# $%k&
Di'akai tulangan ø 8 6 # //
'.Plat D
Priyadi 12 101 034
! #500 %%
! #500 %%
Te/al pela& * 110 %%
Fu 5$36 'N%2
HcL 25:pa
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
17/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
:o%en8%o%en ang %enen&u'an
: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%
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 %%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
d + 9 penu&up 9 d 9 D d
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =215,00
50,24= 4,28~ 4 buah
Jarak tulangan dalam 1 m
1
=
1000
4 = 200 mm
2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 5.=. π . d2 5 50,24 =
251,20!215,00 "As# $%k&
Di'akai tulangan ø 8 6 # //
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
18/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =190,00
50,24= *,)8 ~ 4 buah
Jarak tulangan dalam 1 m1=1000
4= 250 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul =#.=. π . d2 4 50,24 =
200,9(!190,00 "As# $%k&
Di'akai tulangan ø 8 6 ## //
3) ;3;$## '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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =380,00
50,24= ),5( ~ 8 buah
Jarak tulangan dalam 1 m1=1000
8= 1*2 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul =.=. π . d2 8 50,24 =
401,9(!*80,00 "As# $%k&
Di'akai tulangan ø 8 6 1 //
#) 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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
19/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Jumlah tulangan =215,00
50,24= 4,28~ 5 buah
Jarak tulangan dalam 1 m1= 10005
= 200 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 5.=. π . d2 4 50,24 =
251,00 !215,00 "As# $%k&
Di'akai tulangan ø 8 6 # //
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =190,00
50,24= *,)8 ~ 4 buah
Jarak tulangan dalam 1 m1= 10004
= 250 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul =#.=. π . d2 4 50,24 =
200,9(!190,00 "As# $%k&
Di'akai tulangan ø 8 6 ## //
Tabel Penulanan
TIPE MMu
Mu/b∙d²
Ρanalisa
Ρmin As(mm2)
Tulangan
(km) (k/m
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
20/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
21/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
3 Penulangan Pelat Lantai
1. Plat A
:o%en8%o%en ang %enen&u'an
: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%
a%e&er &ulangan u&a%a dala% ara+ dan %%
&ungan &ulangan
Te/al pela& ( + ) 120 %%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
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 %%
Te/al pela& * 120 %%
Fu ;$62 'N%2
HcL 25 :pa
#$25
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
22/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =403,20
50,24= 8,0*~ 9 buah
Jarak tulangan dalam 1 m1=1000
9= 125 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =316,80
50,24= (,*1~ ) buah
Jarak tulangan dalam 1 m1=1000
7= 14* mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
23/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Jumlah tulangan =
113.04¿
912,00
¿
= 8,15~ 9 buah
Jarak tulangan dalam 1 m1=1000
9= 111 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =201,60
50,24= 4,01~ 5 buah
Jarak tulangan dalam 1 m1= 10005 = 200 mm
2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 5.=. π . d2 550,24 =
251,20 !201,(0 "As# $%k&
Di'akai tulangan ø 8 6 # //
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =215,00
50,24= 2,)* ~ * buah
Jarak tulangan dalam 1 m1=1000
3= 250 mm2
Jarak maksimum = 2 x h = 2 x 110 = 220 mm
As yang timbul = 5.=. π . d2 550,24 =
251,20 ! 215,00 "As# $%k&
Di'akai tulangan ø 8 6 ## //
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
24/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
25/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
#. Plat B
:o%en8%o%en ang %enen&u'an
: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%
a%e&er &ulangan u&a%a dala% ara+ dan %%
&ungan &ulangan
Te/al pela& ( + ) 120 %%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
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 %%
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Priyadi 12 101 034
4.40
3.60
! #500 %%
! #500 %%
Te/al pela& * 120 %%
Fu ;$62 'N%2
HcL 25 :pa
#$25
#$50
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
26/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Jumlah tulangan =215,00
50,24= (,11 ~ ) buah
Jarak tulangan dalam 1 m1= 10007
= 142 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
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 %%
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =403,20
50,24= 8,0* ~ 9 buah
Jarak tulangan dalam 1 m1= 10009
= 111 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
As yang timbul = ;.=. π . d2 9 50,24 =
452,1( !40*,20 "As# $%k&
Di'akai tulangan ø 8 6 11 //
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
Jumlah tulangan =834,20
78,5= 10,(* ~ 11 buah
Jarak tulangan dalam 1 m1=1000
11 = 200 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
As yang timbul = 11.=. π . d2 11)8,50 =
8(*,50!8*4,20 "As# $%k&
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
27/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan = 240,0050,24
= 4,)8 ~ 5 buah
Jarak tulangan dalam 1 m1=1000
5= 200 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
As yang timbul = 5.=. π . d2 5 50,24 =
251,20 ! 240,00 "As# $%k&
Di'akai tulangan ø 8 6 # //
'. Plat C
:o%en8%o%en ang %enen&u'an
: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 %%
Te/al pela& * 120 %%
Fu ;$62 'N%2
HcL 25 :pa
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
28/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
:& D %l D I 6$#37 2$02# 'N%
a%e&er &ulangan u&a%a dala% ara+ dan %%
&ungan &ulangan
Te/al pela& ( + ) 120 %%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
d + 9 penu&up 9 D d
120 9 20 9 D I ;6 %%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
d + 9 penu&up 9 d 9 D d
120 9 20 9 10 9 D I 6 %%
1) 6;5$;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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =355,20
50,24= ),0) ~ 8 buah
Jarak tulangan dalam 1 m1=1000
8= 125 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =278,40
50,24= 5,54 ~ ( buah
Jarak tulangan dalam 1 m1=1000
6= 200 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
29/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
As yang timbul = 5.=. π . d2 5 50,24 =
251,20 ! 249,80 "As# $%k&
Di'akai tulangan ø 8 6 # //
3) 1157$;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
Jumlah tulangan =604,80
113,04= 5,*5 ~ ( buah
Jarak tulangan dalam 1 m1=1000
6= 1() mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan = 220,8050,24
= 4,)8 ~ 5 buah
Jarak tulangan dalam 1 m1=1000
5= 250 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
30/86
G
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =
215,00
50,24 = 4,28~ 5 buah
Jarak tulangan dalam 1 m1=1000
5= 200 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
As yang timbul = 5.=. π . d2 5 50,24 =
251,20 ! 215,00 "As# $%k&
Di'akai tulangan ø 8 6 #* //
*. Plat D
:o%en8%o%en ang %enen&u'an
: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%
a%e&er &ulangan u&a%a dala% ara+ dan %%
&ungan &ulangan
Te/al pela& ( + ) 120 %%
Tngg e4e'&4 d dala% ara+ ( penu&up 2$0 c% )
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% )
Priyadi 12 101 034
! #250 %%
! #000 %%
Te/al pela& * 120 %%
Fu ;$62 'N%2
HcL 25 :pa
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
31/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
d + 9 penu&up 9 d 9 D d
120 9 20 9 10 9 D I 6 %%
1) 53#$; '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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan = 355,2050,24
= ),0) ~ 8 buah
Jarak tulangan dalam 1 m1=1000
8= 125 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan = 249,4050,24
= 4,9( ~ 5 buah
Jarak tulangan dalam 1 m1=1000
5= 200 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
As yang timbul = 5.=. π . d2 5 50,24 =
251,20 !1))2,80 "As# $%k&
Di'akai tulangan ø 8 6 # //
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
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8/19/2019 Perancangan Gedung 3 Lantai Ok
32/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =
171,80
50,24 = 11,(4 ~ 12 buah
Jarak tulangan dalam 1 m1=1000
12= 250 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
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
Digunakan tulangan ø8 ¿1/4.π .d2=0,25×3,14 ×82 = 50,24 mm2
Jumlah tulangan =220,80
50,24= 4,)8 ~ 5 buah
Jarak tulangan dalam 1 m1= 10005
= 250 mm2
Jarak maksimum = 2 x h = 2 x 120 = 240 mm
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
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8/19/2019 Perancangan Gedung 3 Lantai Ok
33/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
34/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
35/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Priyadi 12 101 034
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
36/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
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37/86
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
38/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
39/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
40/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
41/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
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8/19/2019 Perancangan Gedung 3 Lantai Ok
42/86
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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
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8
-
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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$266 T
8
7. Pe!"itunan Beban Anin
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9
8
8
88
8
8
8
8
8
8
8
8
8
8
8
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
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8 P=V
2
16 V 100 '%a%
100000m
3600detik 2 de&'
8 P=28
2
16 #; 'g%2
8
8
8
a. Angin datang ( tiup )
8 F1 0$; (#$5 2) #; 3;6$; '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$117 T
8
8
8
8
8
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
47/86
-
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
88
8
8
8
8
8
8
8
8
8
9 Sket(a Pen:eba!an Beban 0aa Ata0
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
48/86
9
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
88
8
8
8
8
8
8
8
8
8
8
8
8
9 Sket(a Pen:eba!an Beban 0aa Lantai
8
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
49/86
9
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
8
88
8
8
8
8
8
8
8
8
8
8
8
8
8
8
9 Sket(a Penulanan 0aa Plat Ata0
8
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
50/86
9
8
8
8
88
8
88
8
88
8
8
8
88
88
8
88
8
8
88
888
8
88
8
88
8
8
88
8
88
8
88
8
8
88
8
88
9 Sket(a Penulanan Paa Plat Lantai
8
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
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9 REKAPITULASI PEMBEBANAN
9
88
8
88
8
88
8
8
88
8
88
8
88
8
8
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
52/86
8
8
88
8
88
8
88
8
88
8
Kolo%
alo' T A&apalo' T !an&a
-
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8 PRINT INPUT TABLES
88 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
!
8 !2"22"!2 !!:2#:!2
8
8 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$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
88 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$TUR8
8 + % I N T D A T A
88 +%INT GL%BAL-, GL%BAL-' GL%BAL- RESTRAINTS
ANGLE-A ANGLE-B ANGLE-C
8
8 ! -4(0000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000
8 2 -4(0000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000
8 * -4(0000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000
8 4 -4(0000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000
8 0(00000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000
8 4(0000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000
8 7 4(0000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000
8 / 4(0000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000
8 # 4(0000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000
8 !0 0(00000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000
8 !! 0(00000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000
8 !2 0(00000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000
8 !* -(7000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000
8 !4 (7000 0(00000 !!(/0000 0 0 0 0 0 0
0(000 0(000 0(00088 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
*
8 !2"22"!2 !!:2#:!2
8
8 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$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
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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 $L 0(000 000000 20(000 0(000 !(000 4(000
8 !2 * !2 BL 0(000 000000 40(000 0(000 !(000 4(00
8 !* !2 7 BL 0(000 000000 40(000 0(000 !(000 4(00
8 !4 / !! BL 0(000 000000 40(000 0(000 !(000 4(00
8 ! !! 2 BL 0(000 000000 40(000 0(000 !(000 4(00
8 ! 4 !* BA 0(000 000000 40(000 0(000 !(000 !(20
8 !7 !4 BA 0(000 000000 40(000 0(000 !(000 !(20
8
8 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE4
8 !2"22"!2 !!:2#:!2
88 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$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
88 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
8 !2"22"!2 !!:2#:!2
8
8 PERANCANGAN BANGUNAN SIPIL GEDUNG8 ANALISA STRU$TUR
88 + % I N T F % R C E S Lo3 C3e LL!
88 +%INT GL%BAL-, GL%BAL-' GL%BAL- GL%BAL-,, GL%BAL-''
GL%BAL-
8
8 4 0(000 0(000 -!(4!7 0(000 0(0000(000
8 0(000 0(000 -!(4!7 0(000 0(0000(000
8 0(000 0(000 -!(/22 0(000 0(0000(000
8 2 0(000 0(000 -!(2 0(000 0(0000(000
8 * 0(000 0(000 -!(2 0(000 0(0000(000
8 7 0(000 0(000 -!(2 0(000 0(0000(000
8 / 0(000 0(000 -!(2 0(000 0(0000(000
8 !! 0(000 0(000 -2(*! 0(000 0(0000(000
8 !2 0(000 0(000 -2(*! 0(000 0(0000(000
8
-
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55/86
8 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
8 !2"22"!2 !!:2#:!2
8
8 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$TUR
88 + % 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
88 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
7
8 !2"22"!2 !!:2#:!*
88 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$TUR
88 F R A 1 E S P A N D I S T R I B U T E D L % A D S Lo3 C3e DL
88 FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B
)ALUE-B
88 ! F%RCE GL%BAL- 0(0000 0(0000 !(0000
-0(7/20
8 !7 F%RCE GL%BAL- 0(0000 0(0000 !(0000-0(7/20
8 4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(40/0
8 4 F%RCE GL%BAL- 0(000 -!(40/0 !(00000(0000
8 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(40/0
8 F%RCE GL%BAL- 0(000 -!(40/0 !(00000(0000
8 !2 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400
8 !2 F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000
8 !* F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400
8 !* F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000
8 !4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400
8 !4 F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000
8 ! F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400
8 ! F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000
8
8 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE/
8 !2"22"!2 !!:2#:!*
88 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$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
-
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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
88 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
#
8 !2"22"!2 !!:2#:!*
8
8 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$TUR
88 F R A 1 E S P A N D I S T R I B U T E D L % A D S Lo3 C3e LL2
88 FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B
)ALUE-B
88 ! F%RCE GL%BAL- 0(0000 0(0000 !(0000
-0(400
8 F%RCE GL%BAL- 0(0000 0(0000 0(000-0(/!00
8 F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000
8 !2 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
8 !2 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
8 !4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
8 !4 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
8
8 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE!0
8 !2"22"!2 !!:2#:!*
88 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$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
-
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57/86
9 PRINT OUTPUT TABLES
888 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
!
8 !2"22"!2 !!:*0:40
8
8 PERANCANGAN BANGUNAN SIPIL GEDUNG8 ANALISA STRU$TUR
88 L % A D C % 1 B I N A T I % N 1 U L T I P L I E R S
88 C%1B% T'PE CASE FACT%R T'PE TITLE
88 C%1B! ADD C%1B!
8 DL !(2000 STATIC5DEAD6
8 LL! !(000 STATIC5LI)E6
8
8 C%1B2 ADD C%1B2
8 DL !(2000 STATIC5DEAD6
8 LL2 !(000 STATIC5LI)E6
8
8 C%1B* ADD C%1B*
8 DL !(2000 STATIC5DEAD6
8 LL* !(000 STATIC5LI)E688 C%1B4 ADD C%1B4
8 DL !(2000 STATIC5DEAD6
8 LL! !(0000 STATIC5LI)E6
8 &L !(000 STATIC5&IND6
88 C%1B ADD C%1B
8 DL !(2000 STATIC5DEAD6
8 LL2 !(0000 STATIC5LI)E6
8 &L !(000 STATIC5&IND6
88 C%1B ADD C%1B
8 DL !(2000 STATIC5DEAD6
8 LL* !(0000 STATIC5LI)E6
8 &L !(000 STATIC5&IND6
8
88 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
2
8 !2"22"!2 !!:*0:40
88 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
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
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
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
-
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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
88 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
*
8 !2"22"!2 !!:*0:40
88 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$TUR
88 + % I N T R E A C T I % N S
88 +%INT L%AD F! F2 F* 1!
12 1*
8
8 ! DL 0(*#!0 0(0000 22(2/*7 0(00000(4/#4 0(0000
8 ! LL! 0(!7# 0(0000 7(#2 0(00000(2200 0(0000
8 ! LL2 -0(047 0(0000 !(0#0 0(0000-0(0*4# 0(0000
8 ! LL* 0(220 0(0000 2(!02 0(00000(2! 0(0000
8 ! &L -0(//* 0(0000 -!(*#*! 0(0000-2(*77 0(0000
8 ! C%1B! 0(70 0(0000 */(///4 0(00000(#*#4 0(0000
8 ! C%1B2 0(*#*2 0(0000 2#(!4/ 0(00000(*! 0(0000
8 ! C%1B* 0(/22* 0(0000 *0(!04 0(00000(#/#7 0(0000
8 ! C%1B4 -0(7442 0(0000 *2(!040 0(0000-2(##7 0(0000
8 ! C%1B -0(#7 0(0000 2(020 0(0000-*(2!7 0(0000
8 ! C%1B -0(##4 0(0000 2(!4! 0(0000
-2(#* 0(000088 # DL -0(*#!0 0(0000 22(2/*7 0(0000
-0(4/#4 0(0000
8 # LL! -0(!7# 0(0000 7(#2 0(0000-0(2200 0(0000
8 # LL2 -0(220 0(0000 2(!02 0(0000-0(2! 0(0000
8 # LL* 0(047 0(0000 !(0#0 0(00000(0*4# 0(0000
8 # &L -0(/02 0(0000 !(*#*0 0(0000-2(*#4 0(0000
8 # C%1B! -0(70 0(0000 */(///4 0(0000-0(#*#4 0(0000
8 # C%1B2 -0(/22* 0(0000 *0(!04 0(0000-0(#/#7 0(0000
8 # C%1B* -0(*#*2 0(0000 2#(!4/ 0(0000-0(*! 0(0000
8 # C%1B4 -2(02! 0(0000 *(!7 0(0000-4(/2* 0(0000
8 # C%1B -2(0* 0(0000 *!(07!# 0(0000-4(!*/ 0(0000
8 # C%1B -!(7#/! 0(0000 *0(47/2 0(0000-4(*274 0(0000
88 !0 DL 0(0000 0(0000 *4(#7* 0(0000
0(0000 0(0000
8 !0 LL! 0(0000 0(0000 !*(#24 0(00000(0000 0(0000
-
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8 !0 LL2 0(2/2 0(0000 *(4 0(00000(*70 0(0000
8 !0 LL* -0(2/2 0(0000 *(4 0(0000-0(*70 0(0000
8 !0 &L -!(!07 0(0000 (/7E-0 0(0000-2(70 0(0000
8 !0 C%1B! 0(0000 0(0000 4(24!4 0(00000(0000 0(0000
8 !0 C%1B2 0(42#! 0(0000 47(4/! 0(00000(7!2 0(0000
8 !0 C%1B* -0(42#! 0(0000 47(4/! 0(0000-0(7!2 0(0000
8 !0 C%1B4 -!(7720 0(0000 (//* 0(0000-4(2727 0(0000
8 !0 C%1B -!(0*/ 0(0000 4(!4 0(0000-*(#!7 0(0000
8 !0 C%1B -2(0402 0(0000 4(!4 0(0000-4(2#7 0(0000
88
8 SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE4
8 !2"22"!2 !!:*0:40
88 PERANCANGAN BANGUNAN SIPIL GEDUNG
8 ANALISA STRU$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(!*
-
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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!
-
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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!
-
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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(/
-
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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!
-
8/19/2019 Perancangan Gedung 3 Lantai Ok
67/86
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
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