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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
BAB 1
PENDAHULUAN
A. Latar Belakang
Dalam perencanaan sebua gedung ber!"ng#a!$ #ususn%a gedung #ampus
ber!"ng#a!$ arus mempera!"#an beberapa #r"!er"a %ang ma!ang dar" unsur
#e#ua!an$ #en%amanan$ ser!a aspe# e#onom"sn%a. &en%amanan %ang
d""ng"n#anmembu!u#an !"ng#a! #e!el"!"an dan #eamanan %ang !"ngg" dalam
per"!ungan#ons!ru#s"n%a. 'a#!or %ang ser"ng#al" mempengaru" #e#ua!an
#ons!ru#s" adalabeban "dup$ beban ma!"$ beban ang"n$ dan beban gempa. le
#arena "!u$ perlud"sadar" baa #eadaan a!au #ond"s" lo#as" pembangunan gedung
ber!"ng#a! a#anmempengaru" pula !eradap #e#ua!an gempa %ang d"!"mbul#an
%ang #emud"anbera#"ba! pada bangunan "!u send"r".*ndones"a sebaga" sala sa!u
daera raan gempa$ #ond"s" "n" member"#an pengaru besar dalam proses
perencanaan sebua gedung d" *ndones"a.
+a#a dar""!u membu!u#an sua!u solus" un!u# memper#ec"l res"#o %ang !er,ad"
a#"ba!gempa$ !eru!ama un!u# gedung-gedung ber!"ng#a!. Deasa "n" sanga!
d"bu!u#anpara !e#no#ra! s"p"l %ang al" dalam merencana#an sebua s!ru#!ur
bangunan%ang !aan gempa. e"ngga perlu bag" para calon !e#no#ra! bangunan
un!u#memaam" dan berla!" dalam merencana#an s!ru#!ur gedung !aan
gempa.&omponen s!ru#!ur gedung "!u send"r" !erd"r" dar" pondas"$ sloof$
#olom$balo#$ plat lan!a"$ danpla! a!ap. +as"ng-mas"ng #omponen !ersebu! arus
d""!ungun!u# menge!au" d"mens"n%a se"ngga dapa! d"#e!au" #ua! a!au !"da#
#ua!s!ru#!ur !ersebu!./ada perencanaan "n" d"!en!u#an gedung 3 lan!a" (N* 1726-
2013).edang#an un!u# per"!ungananal"s"s pembebanann%a d"guna#an so!are
A/ 2000.
B. Ruu!an Ma!ala"
Dar" permasalaan %ang d"ura"#an pada bag"an la!ar bela#ang$ dapa! d"s"mpul#an
rumusan masala !en!ang cara merencana#an s!ru#!ur por!al 3 lan!a" dan cara
meng"!ung #ebu!uans!ru#!urn%a.
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
C. Tu#uan Peren$anaan
Tu,uan perencanaan %ang "ng"n d"capa" adala
1). +erencana#an d"mens" por!al 3 lan!a"
2). +enen!u#an d"mens" a!ap ba,a$ sloo$ #olom$ dan balo# s!ru#!ur agar dapa!
menampung beban-beban ga%a %ang a#an d"ber"#an.
3). +enen!u#an ,umla !ulangan pada pla!$ balo#$ #olom$ sloo$ dan pondas".
D. Man%aat Peren$anaan
/erencanaan s!ru#!ur "n" d"arap#an bermanaa! un!u#
1). +emperdalam pemaaman dalam merencana#an por!al 3
2). ebaga" pedoman a!au reerens" un!u# merencana#an d" dun"a #er,a$ ser!a
mengapl"#as"#ann%a d" lapangan.
E. L&ngku' Peren$anaan
a!asan -ba!asan perencanaan d"ba!as" sebaga" ber"#u!
1). !ru#!ur %ang d"!"n,au adala s!ru#!ur dar" Gedung &ul"a %ang mel"pu!"s!ru#!ur a!ap (#uda-#uda)$ balo#$ #olom$ pela! lan!a"$ !angga dan ondas".
2). !u#!ur balo#$ #olom dan pela! lan!a" mengguna#an s!ru#!ur be!on ber!ulang.
3). &e!"ngg"an #olom d"rencana#an lan!a" 1 5$0 m dan lan!a" 2 sampa" 3 4 m.
4). Tebal pla! a!ap 110 mm$ pla! lan!a" 120 mm.
5). D"mens" por!al aal alo# 250300 mm
6). D"guna#an ondas" !"ang pancang dengan #edalaman sesua" da!a !ana %ang
ada.
7). +u!u be!on c 20 +/a$ ba,a !ulangan % 400 +pa
). /or!al d"rencana#an dengan d"mens" %ang cu#up dan !"da# boros$ #emud"an
"!ung #ebu!uan (bers") be!on dan ba,a !ulangan.
8). Anal"s"s !ru#!ur dengan A/ 2000.
10). Da!a sond"r !erlamp"r.
11). /era!uran-pera!uran %ang d"guna#an pada pera!uran %ang secara umum d"
guna#an d" *ndones"a an!ara la"n
a) /era!uran e!on er!ulang *ndones"a ( G"deon ,"l"d 1 ).
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
b) /era!uran /embebanan *ndones"a 9n!u# Gedung$ 187.
c) /edoman /erencanaan angunan a,a 9n!u# Gedung$ 187.
e) !andar /erencanaan &e!aanan Gempa 9n!u# !ru#!ur angunan Gedung
(N* 03-1726-2013).
F. Data Uu Pe(e(anan Pelat
Sumber : Peraturan Perencanaan Indonesia untuk Gedung 1987
Sumber : Peraturan Perencanaan Indonesia untuk Gedung 1987
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Sumber : Peraturan Perencanaan Indonesia untuk Gedung 1987
Sumber : Peraturan Perencanaan Indonesia untuk Gedung 1987
Sumber)Peraturan Perencanaan Indonesia untuk Gedung 1987 hal 4
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400
500
450
400
400400
450
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Ga(ar 1.* Sket!a P+rtal ,an Lanta&
Ga(ar 1.- Sket!a P+rtal ,an Lanta&
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
450
A
2 2
2 2
: :
A D
E
D
E
100 100
EE
D D450450
450
450
450
450
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
450
A
2 2
2 2
A A
450
450
450
450
450
Ga(ar 1. Sket!a Lanta&
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
DATA UMUM )
Dalam per"!ungan anal"s"s "n" d"lamp"r#an beberapa da!a umum dalam
perencanaan$ an!ara la"n
angunan 3 ;an!a" 'ungs" angunan &an!or +u!u e!on (fc) 20 +pa +u!u a,a (fy) 400 +pa
!ru#!ur angunan !ru#!ur e!on er!ulang T"ngg" angunan ;an!a" 1 (5m)
;an!a" 2$3 ( 4 m )
;ebar angunan 4$5 me!er
;"s /lan# e!on 1 me!er
Tegangan Tana Da!a N-/T
;ebar ara-% 4$5 me!er
D"mens" alo# 0$25 < 0$3 me!er
1. Menentukan Te(al Pelat
%ara! lendu!an= = ma#s
/enen!uan !ebal pela! ( ) berdasar#an lendu!an
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
>m"n
> ma
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
%ara! !ebal pela! 100$74mm = = 125$83mm
+a#a d" amb"l !ebal pela! lan!a" ( ) 120 mm. Tebal pela! a!ap ( ! ) d" asums"#an
leb" #ec"l dar" pela! lan!a"$ %a"!u 110 mm.
*. Penentuan Le(ar Man%aat /(e0
Tebal pela! lan!a" ( ) 120 mm > d"mens" balo# 25 cm < 30 cm
be < ; < 4500mm 1125mm
be bB 16 (!) 250 B 16 ( 120mm ) 2170mm
C +a#a d"amb"l %ang !er#ec"l$ %a"!u be 1125mm
20
-. Penentuan T&t&k Pu!at Berat
/ersamaan s!a!"s momen !eradap !ep" ruas a!as
A/10 1125 mm < 120 mm 135000 mm2
1
2
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Ya = 128,29
120 mm
280
250
X = 562,5
Yb = 271,708
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
A/*0 250 mm < 20 mm 70000 mm2
A!o!al A(1) B A(2) 135000 mm2B 70000 mm2 205000 mm2
(1) 11252 562$5 mm (2) 2502B437$5 562$5 mm
E(1) 1202 60 mm E(2) 202B120 260 mm
+a#a
562$5mm
E
12$282 mm
Ea 12$282 mm
Eb 400 ? Ea 400 ? 12$282 271$70
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
. +omen *ners"a Teradap umbu
*b1
162000000 B 628612630$6B 457333333$3 B 1214280
2463235772 mm4
*b1 *b2
9n!u# ben!ang pla!
*s1
.232.000.000mm
Fcb Fcs
+a#a
@1 0$288
@2 0$288
+a#a @m (@1 B@2)
( 0$288 B 0$288 )
0$288
2. K+ntr+l Te(al Plat 3ang D&a(&l
H
H
H124$80 mm
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
%ara! !ebal pela! 100$74 mm = = 125$83 mm
Untuk te(al 'lat lanta& ,&a(&l 1*4 ,an 'lat ata' 114
5. N&la& Pe(e(anan Plat
A. Beban Pelat Atap1. eban "dup ( I;)
eban a"r u,an 3 cm 20 #gm2 0$20 #Nm2
eban "dup (menuru! //9G 187 ) 1 00 #gm2 1$0 0 #Nm 2
1$20 #Nm2
2. eban ma!" ( ID)
eban send"r" pela! (0$120 < 2400) 2 #gm2 2$ #Nm2
eban plaon dan penggan!ung 0$10 #Nm2
eban spes" #edap a"r 2 < 21 #gm2perlebar 0$42 #Nm2
ID 3.40 #Nm2
B. Beban Pelat Lantai
1. eban "dup ( I;)
eban "dup (menuru! //9G 187) 250 #gm2 2$50 #Nm2
2. eban ma!" ( ID)
eban send"r" pela! (0$120 < 2400) 2 #gm2 2$ #Nm2
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
eban '"n"s"ng pela! (0$03 < 2400) 72 #gm2 0$72 #Nm2
eban plaon dan penggan!ung 0$07 #Nm2
eban spes" #edap a"r 2 < 21 #gm2perlebar 0$42 #Nm2
ID 4$08 #Nm2
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Per"&tungan N&la& 6u
1. 9n!u# A!ap
Iu 1$2 ID B 1$6 I;
1$2 3$40 B 1$6 1$20
4$0 B 1$82
6$00 #Nm2
2. 9n!u# ;an!a"
Iu 1$2 ID B 1$6 I;
1$2 4$08B 1$6 2$50
4$80 B 4$00
$80#Nm2
7. Peren$anaan Penulangan Plat
A. Penulangan Pelat Atap
1. Plat A
;% 4500 mm
;
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Sumber.Gideon jilid 1 Dasar perencanaan beton bertulang
+omen-momen %ang menen!u#an
+l< 0$001 Iu l m"n 0$001
Asl% anal"sa b d 106 0$00120 1$0 0$08 106 176$40 mm2
Asl% 176$40 mm2> LD12 ? 250 mm
324$404#Nm2 0$324 +/a
anal Mu
b .d O . .fyP 1 ? 0$5. .
fy
f ' cQ
Mu
b .d (O . .f ) ? (O . .fy. 0$5 . .
fy
f ' c)
3.64.10
-3mpa
1,0 m .(0,098 m) (0$0 . . 400) ? (0$0 . . 400 . 0$5 . .
400
20
0$324 320 ? 3763$2 2
3763$2 2 - 320 0$324
( a ) ( b ) ( c )
D"mana$ a#!or redu#s" un!u# pla! (O) 0$0
&emud"an guna#an rumus A:
1$2 -b b2 4.a.c2.a
1$2 - (-320 ) 3202- 4 x 3763,2 x 0,3242 x 3763,2
1 320 312,286
2 x 3763,22
320 312,286
2 x 3763,2
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
1 320 + 312,286
2 x 3763,22
320 312,286
2 x 3763,2
1 0$04 2 0$00103
&emud"an amb"l n"la" !er#ec"l dar" 1 a!au2$ %a"!u n"la" 2 0$00103
- S8aratm"n= anal = ma#s
J"#a anal = m"n $ma#a pa#a" m"n
J"#a anal Hm"n $ma#a pa#a" anal
J"#a anal H ma#s $ ma#a pa#a" ma#s
Jad"$ %ang d"pa#a" adala anal
1) 735$315 #NmR 0$735 +/a
an0$00224> m"n 0$001
As!< anal"sa b d 106 0$00224 1$0 0$106 . 106 237$32mm2
As!< 237$32mm2> LD 12 ? 250 mm
2) 60$267#NmR 0$60+/a
an0$00261> m"n 0$001
As!% anal"sa b d 106 0$00261 1$0 0$08 . 106 255$62 mm2
As!% 255$62 mm2> LD 12 ? 250 mm
3) 162$202 #NmR 0$162 +/a
an 0$0005> m"n 0$001
As!"< m"n b d 106 0$001 1$0 0$106 106 180$0mm2.
As!"< 180$0mm2> LD ? 250mm
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
*.
Plat B
Sumber.Gideon jilid 1 Dasar perencanaan beton bertulang
;% 4500 mm
;
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
+omen-momen %ang menen!u#an
+l< 0$001 Iu l
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
As!< 424$73 mm2> LD 12 ? 250mm
4) 87$43 #NmR 0$874 +/a
an 0$0003> m"n 0$001
As!"< an b d 106 0$0003 1$0 0$106 . 106 180$0mm2
As!"< 180$0mm2> LD 12 ? 150mm
-. Plat C
Sumber.Gideon jilid 1 Dasar perencanaan beton bertulang
+omen-momen %ang menen!u#an
+l< 0$001 Iu l
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
+l% 0$001 Iu l LD 12 ? 250 mm
2) 378$528#Nm2 0$378 +/a
an 0$00120 > m"n 0$001
Asl% anal"sa b d 106 0$00120 1$0 0$08 106 176$40 mm2
Asl% 176$40 mm2> LD12 ? 250 mm
3) 735$135 #NmR 0$735 +/a
an 0$00224 > m"n 0$001
As!< anal"sa b d 106 0$00224 1$0 0$106 . 106 237$32 mm2
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qu = 6,0 kn/m
1.00
450
100
D
100
E 450
PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
As!< 237$32mm2> LD 12 ? 250 mm
4) 60$267 #NmR 0$60 +/a
an 0$0026 > m"n 0$001
As!% anal"sa b d 106 0$0026 1$0 0$08 . 106 255$62 mm2
As!% 255$62 mm2> LD 12 ? 250 mm
5) 162$202 #NmR 0$162 +/a
an 0$0005 > m"n 0$001
As!"< m"n b d 106 0$001 1$0 0$106 106 180$0 mm2.
As!"< 180$0 mm2> LD12 ? 250 mm
-. Plat D ,an E
;% 4500 mm
;
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
6$0 &nm2
+a#a beban !erbag" ra!an%a adala
u Iu < ; LD 12 ? 250 mm
5) 563$475#Nm2 0$563 +/a
an 0$0010 > m"n 0$001
Asl% anal"sa b d 106 0$0010 1$0 0$08 106 176$40 mm2
Asl% 176$40 mm2> LD12 ? 250 mm
6) 1272$034 #NmR 0$1272 +/a
an 0$00163 > m"n 0$001
As!< anal"sa b d 106 0$00163 1$0 0$106 . 106 172$7mm2
As!< 172$7mm2> LD 12 ? 250 mm
7) 1277$208#NmR 0$1277 +/a
an0$00420 > m"n 0$001
As!% anal"sa b d 106 0$00420 1$0 0$08 . 106 411$60 mm2
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
As!% 411$60 mm2> LD 12 ? 250 mm
) 240$16 #NmR 0$240 +/a
an 0$000 > m"n 0$001
As!"< m"n b d 106 0$001 1$0 0$106 106 180$0 mm2.
As!"< 180$0 mm2> LD ? 250 mm
*.Plat B
Sumber.Gideon jilid 1 Dasar perencanaan beton bertulang
;% 4500 mm
;
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
+omen-momen %ang menen!u#an
+l< 0$001 Iu l LD 12 ? 250 mm
6) 732$517#Nm2 0$732 +/a
an 0$00235 > m"n 0$001
Asl% m"n b d 106 0$001 1$0 0$08 106 176$40 mm2
Asl% 176$40 mm2> LD 12 ? 250 mm
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
7) 1708$206 #NmR 0$1708 +/a
an0$00573> m"n 0$001
As!% anal"sa b d 106 0$00573 1$0 0$08 . 106 561$24 mm2
As!% 561$24 mm2> LD 12 ? 250
) 24$43 #NmR 0$24 +/a
an 0$000 > m"n 0$001
As!"< m"n b d 106 0$001 1$0 0$106 . 106 180$0mm2
As!"< 180$0mm2> LD 12 ? 150 mm
T&'e M K+e% Mu
/KN90
Mu9(.,*
anal&!a&n
As Tulangan/KN9*0 (mm2)
A
+l< 0$003 5$412 41$6310$0015
30.001 190,80 12 250
+l% 0$003 5$412 563$4750$001
00.001 176,40 12 250
+!< 0$06 -12$266 1272$0340$0016
30.001 172,78 12 250
+!% 0$06 -12$266 1277$208 0$00420
0.001 411,60 12 250
+!"< 12 +l< 2$706 240$16 0$000 0.001 190,80 12 250
B
+l< 0$031 5$582 487$660$0015
0.001 190,80 12 250
+l% 0$038 7$035 732$5170$0023
50.001 176,40 12 250
+!% 0$081 16$415 1708$2060$0057
30.001 516,24 12 250
+!"< 12 +l< 2$786 24$43 0$000 0$001 190,80 12 250
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Tabel 1.2 /enulangan /ela! ;an!a"
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
12250
12250
12250
12250
1225012250
12250
12
250
12250 12250
12250
122
50
12250
12250
12250
12250
12250
12250 12250
12250
12250
12250
12250
12250 12250
12250
12250
12250
12250
12250
12-250 12-250 12-25012-250 12-25012-250
450450
Gambar./enulangan /ela! ;an!a"II0. PERHITUNGAN BEBAN GEMPA
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Data;Data Ge+etr&! Ge,ung Untuk Ge'a )
T"ngg" lan!a" dasar 5 m T"ngg" !"p"#al lan!a" d" a!asn%a 4 m> T"ngg" To!al angunan 13 m /an,ang dan lebar bangunan> 8 m dan 1 m> Ta#s"ran d"mens" #olom un!u# semua lan!a"30 < 30 cm> Ta#s"ran d"mens" balo# un!u# semua lan!a" 25 < 30 cm> Tebal pela! lan!a" 12 cm$ dan Tebal pela! a!ap 11 cm &ua! !e#an be!on$ c 20 +pa> Fc 21018$04 +pa &ua! !ar"# ba,a$ % 400 +pa
Da!a-da!a pembebanan l"a! d" pera!uran pembebanan ///9WG &ond"s" Tana edang angunan !erd"r" dar" 3 ( T"ga ) lan!a" /ercepa!an !ana s 0$4 ? 0$5 D" I"la%a +edan N* Gempa 2012 /ercepa!an !ana 1 0$3 ? 0$4 D" I"la%a +edan N* Gempa 2012 Wang#a e!on /em"#ul +omen &usus (W/+&) un!u# Desa"n
Gempa N*-2012
Wang#a e!on /em"#ul +omen "asa ( W/+ ) un!u# Desa"n Gempa
N*-2002 /erbedaan desa"n d"la#u#an un!u# mel"a! perband"ngan n"la" X
( beban geser gempa ) dan '
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
&es"mpulan I"la%a gempa +edan berada d" pos"s" > D"mana pos"s" percepa!an
!ana 10$3 ? 0$4 g$ d"amb"l %ang !er#ec"l 0$35 g
PETA
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
&es"mpulan
I"la%a gempa +edan berada d" pos"s" > D"mana pos"s" percepa!an !ana s0$5 ?
0$6 g$ d"amb"l %ang !er#ec"l 0$55 g
1. Men$ar& Berat T+tal Bangunan /6t0
angunan "n" mengguna#an se!enga ba!u ba!a$
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
D; (Dead Load) adala bera! beban ma!" dar" D"nd"ng$ /laon$ +e#an"#al
Fle#!r"#al$ pes" dan &eram"# d"amb"l 450 &gm2$ //9WG 187
;; (Li!e Load) un!u# gedung #an!or d"#al"#an 30Y sesua" //9WG 187
(;amp"ran Tabel 6) dan MA&*.
Tabel 2.1 &oe"s"en redu#s" beban "dup gempa
Tabel 2.2 &oe"s"en D; ( Dead ;oad )
er"#u! per"!ungan era! ;an!a" 1pada bangunan per#an!oran
a0 BERAT LANTAI 1
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
&olom 15 #olom < 0$3 m < 0$3 m < 7 m < 2400 #gm3 2260 &g
alo# M 5 m 10 balo# < 0$25m
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
&olom 15 #olom < 0$3 m < 0$3 m < 2 m < 2400 #gm3 640 &g
alo# M 5 m 10 balo# < 0$25 m < 0$3 m < 4$5 m < 2400 #gm3 100
&g
alo# X 5 m 12 balo# < 0$25 m < 0$3 m < 4$5 m < 2400 #gm3 8720
&g
/ela! 0$12 m < 8 m < 1 m < 2400 #gm3 46656
&g
D; 8 m < 1 m < 50 #gm2 100
&g
;; 8 m < 1 m < 10 0 #gm2
< 30 Y 460 &g
Berat T+tal Lanta& Ata' / 6t- 0 =->15
Kg
Jad" era! To!al angunan adala 6t1 ? 6t*? 6t-
6t+t 172206 &g B 16246 &g B 3816 &g
6t+t 4160 &g6t+t 1=5@4= KN
1) eban Geser Wencana berdasar#an s"!us (N* 2012 Gempa)
V=F . SDS
R .W a!au X :s . I
D"mana
- :s &oe"s"en respon se"sm"#
- I era! s!ru#!ur ee#!" bera! !o!al se"sm"c bangunan s!ru#!ur
- W 'a#!or +od""#as" Gempa
- X Ga%a la!eral F#u"Zalen
D 2
3. 'A.[[[[[[[[[[[[[[[[[[..N*
2012
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
D1 2
3. 'Z.1
D"mana Fa 1.-5@ d"dapa! melalu"interpolasi linear di apli"asi
#icrosoft. $%cel & 'ntu" situs tana( sedang SNI ;*41*
Kela! S&tu! SD
S! 4.2;4.5 ,&a(&l 4.22 @ d"amb"l berdasar#an /e!a \ona s
N* Gempa 2012
S1 4@-;4@ ,&a(&l 4.-2@ /e!a \ona D1N* Gempa 2012
ds /arame!er respon spe#!ral
F 1.7 / Untuk !&tu! tana" !e,ang 0d"dapa! melalu"interpolasi linear di
apli"asi #icrosoft. $%cel & 'ntu" situs tana( sedang Kela! S&tu! SD
Sumber ) *S+,- Gempa 1/0-/1/ 2al. //
a0 Per"&tungan Paraeter Re!'+n S'ektral Per&+,e Pen,ek
D 23
. 1$36 . 0$55
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
4@>=$ Kateg+r& De!a&n Cberdasar#an !abel %ang !er!era d"
baa
umber WN*- Gempa 1726-2012
(0 Per"&tungan SD1 / Paraeter re!'+n !'ektral 'er&+,e 1 ,et&k 0
D1 2
3. 1$7 . 0$35
4@->5@ Kateg+r& re!&k+ ,e!a&n D
umber WN*-Gempa 1726-2012
Ke!&'ulan )
erdasar#an as"l n"la" &a!egor" res"#o desa"n d"dapa! n"la" D1 berada d"
#a!egor" res"#o D$ sedang#an un!u# parame!er Dberada d" #a!egor" :$ dapa!
d"!ar"# #es"mpulan gedung d" #o!a medan berada d" #a!egor" res"#o D & diambilresi"o tertinggi .
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
+enuru! W"se! %ang d"la#u#an Ba'ak Pr+%.Dr.Ir.Ba(ang Bu,&+n+@ M.E$ sua!u
gedung %ang berada d" "ategori resi"o D (arus mengguna"an S*P# & Stru"tur
*ang"a Pemi"ul #omen (usus $ sedang#an un!u# #a!egor" res"#o :
mengguna#an W/++ ( !ru#!ur Wang#a /em"#ul +omen +enenga)$ dan un!u#
#a!egor" res"#o A$ mengguna#an W/+ ( !ru#!ur Wang#a /em"#ul +omen
"asa ).
Jad" dapa! d"!ar"# #es"mpulan /erencanaan Gedung "n" mengguna#anSRPMK
un!u# desa"n bangunan Gedung Taan Gempa.
a0 Per"&tungan Per&+,e Pun$ak Getar Fun,aental
Ta :! . Mn 7 31?01/ +m &4rame 90 - Balo" #elintang #u- 7 /?90 +m & 4rame 5/
- Balo" #elintang @> 7 ?103 + &4rame 5/
- Balo" #emanjang #u> 7 /?893 +m & 4rame 0
- Balo" #emanjang #u- 7 1?8/ +m & 4rame 88
- Balo" #emanjang @> 7 0?089 + & 4rame 88
&e!erangan
Mas"l /er"!ungan +omen dan Ga%a Geser d"dapa! dar" per"!ungan A/ 2000 dar"
A sebelumn%a melalu" berbaga" macam #omb"nas" 1-6 d"amb"l %ang !erbesar.
-.* Meng"&tungKe(utu"anTulanganBal+kMel&ntang
Ta#s"ran /enu!up e!on (d) 40 mm
T"ngg" Fe#!" alo# (d) - d 400 mm ? 40 mm 360 mm
0.0$ 'a#!or a#s"al Tar"# dengan len!ur& AliAsroni? /1 (al.31
1 7 0$5$ 'a#!or pemben!u# !egangan be!on& Ali Asroni? /1 (al.90
TulanganLenturTu'uan )
W (&oe"s"en&ua!Wencana) %&
-
%&+
72,0406KNm
31,612KNm2$27
& ( 'a#!or+omen/"#ul ) %&
-
. b . d2
72,0406x106
0,80 .250 .3602 2$77
&ma#s( +omen/"#ul+a#s)
fy
600+
382,5 . 1 , fc.(600+ fy225 . 1)
400600+
382,5 . 0,85 , 20 .(600+400225 . 0.85)
5$25
perlu 0,85 . fc '
fy (11 2. k
0.85 fc ') 0.85.20400 (112 .2,270.85 .20 ) 0$0076
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
m"n 1.4
fy$ ,"#a c = 30 +/a
1.4
400 0$0035
ma#s 0.75 (0.85 . fc' . 1
Fy x
600
600+Fy ) 0.75
( 0.85 .20 . 0,85400 x 600600+400 ) 0$0201
erdasar#an as"l %ang !ela d"dapa! sebelumn%a d"mana n"la"
%ara! &ka K Kak!/ Tulangan Tunggal 0@ K Kak!/ Tulangan Rangka' 0
& =&ma#s$ ma#a dapa! d"guna#an !ulangan !unggal un!u# balo# %ang d"!"n,au
perlu=ma#s$ ma#a dapa! d"guna#an !ulangan !unggal un!u# balo# %ang d"!"n,au
%ara! m"n perlu ma#s
perlu>m"n 0$0076 S 0$0035
Jad"$ perluSm"nma#a d"pa#a" adala perlu
+encar" N"la" ds1 /enu!u pbe!on B begelB D2 40 B B 182 57.5 mm
+encar" N"la" a ( T"ngg" Tegangan lo# e!on )
a (11 2K
0,85 . f ' c ) . d (112 .2,270,85 . 20 ) . 360
51$4 mm
;uas Tulangan /erlu As
As 0,85 . f
'c . a . b
fy
0,85 . 20 . 51,84 .250
400 550$ mm2
As perlu. b . d 0.0076 . 250 mm . 360 mm 64 mm2
Dipili( yang terbesaryaitu As 7 089 mm/
+a#aJumlaTulangan ( n )
n As
1 /4 . d2
684
1 /43,14 . 192 2$413 D"pa#a" - Batang
Jumla !ulangan ma#s"mal per bar"s( m )
m b2 . ds1
D+S!B 1
2502 .57,5 mm19mm+40 mm
B 1 2$2 B 1 -@*= Batang
Jad" Tulangan dapa! d"pasang dengan 1 bar"s
&on!rol &eamanan Teradap +rencana
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
%ara! +rencH +u-
;uas Tulangan !erbesar As 3 D18 3 ( . 3$14 . 182) 50$155 mm2
a 51$4 mm
+n As.%.( d -a
2) 50$155 . 400 .( 360 ?
51,84
2
113607812$8Nmm 113$60 &Nm
. +n 0$ . 113$60&Nm 80$ &Nm S 72$0406 &Nm [[[
& Aman
Berdasar "an per(itungan tersebut stru"tur memnu(i syarat
#n
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
ma#s 0.75 (0.85 . fc'
. 1
Fy x
600
600+Fy ) 0.75
( 0.85 .20 . 0,85400 x 600600+400 ) 0$0201
erdasar#an as"l %ang !ela d"dapa! sebelumn%a d"mana n"la"
%ara! &ka K Kak!/ Tulangan Tunggal 0@ K Kak!/ Tulangan Rangka' 0
& =&ma#s$ ma#a dapa! d"guna#an !ulangan !unggal un!u# balo# %ang d"!"n,au
perlu=ma#s$ ma#a dapa! d"guna#an !ulangan !unggal un!u# balo# %ang d"!"n,au
%ara! m"n perlu ma#s
perlu
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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 51$4 mm
+n As.%.( d -a
2
) 50$155 . 400 .( 360 ?27
2
1173143Nmm 117$3 &Nm
. +n 0$ . 117$3&Nm 84$264 &Nm S 72$0406 &Nm [[[
& Aman
Berdasar "an per(itungan tersebut stru"tur memnu(i syarat
#n
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
W (&oe"s"en&ua!Wencana) %&
-
%&+
71,0827KNm
29,7843KNm2$3
& ( 'a#!or+omen/"#ul ) %&-
. b . d2
71,0827x 106
0,80 . 250 . 3602 2$74
&ma#s( +omen/"#ul+a#s)
fy
600+
382,5 . 1 , fc.(600+ fy225 . 1)
400
600+
382,5 . 0,85 , 20 .(600+400225 . 0.85)
5$25
perlu 0,85 . fc '
fy (11 2. k
0.85 fc ') 0.85.20400 (112 .2,740.85 .20 ) 0$0075
m"n 1.4fy
$ ,"#a c = 30 +/a 1.4400
0$0035
ma#s 0.75 (0.85 . fc'
. 1
Fy x
600
600+Fy ) 0.75
( 0.85 .20 . 0,85400 x 600600+400 ) 0$0201
erdasar#an as"l %ang !ela d"dapa! sebelumn%a d"mana n"la"
%ara! &ka K Kak!/ Tulangan Tunggal 0@ K Kak!/ Tulangan Rangka' 0
& =&ma#s$ ma#a dapa! d"guna#an !ulangan !unggal un!u# balo# %ang d"!"n,au
perlu=ma#s$ ma#a dapa! d"guna#an !ulangan !unggal un!u# balo# %ang d"!"n,au
%ara! m"n perlu ma#s
perlu>m"n 0$0075 S 0$0035
Jad"$ perluSm"nma#a d"pa#a" adala perlu
+encar" N"la" ds1 /enu!up be!on B begelB D2 40 B B 182 57.5 mm
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
+encar" N"la" a ( T"ngg" Tegangan lo# e!on )
a
(11 2K
0,85 . f ' c ) . d
(112 .2,74
0,85 . 20 ). 360
63$72 mm
;uas Tulangan /erlu As
As 0,85 . f
'c . a . b
fy
0,85.20 .63,72 .250
400 677$025 mm2
As perlu. b . d 0.0075 . 250 mm . 360 mm 675 mm2
Dipili( yang terbesar yaitu As 7 0?/5 mm/
+a#aJumlaTulangan ( n )
n As
1 /4 . d2
677,025
1 /43,14 . 192 2$8 D"pa#a" - Batang
Jumla !ulangan ma#s"mal per bar"s( m )
m b2 . ds1
D+S!B 1
2502 .57,5 mm19mm+40 mm
B 1 2$2 B 1 -@*= Batang
Jad" Tulangan dapa! d"pasang dengan 1 bar"s
&on!rol &eamanan Teradap +rencana
%ara! +rencH +u-
;uas Tulangan !erbesar As 3 D18 3 ( . 3$14 . 182) 50$155 mm2
a 51$4 mm
+n As.%.( d -a
2) 50$155 . 400 .( 360 ?
51,84
2
113607812$8Nmm 113$60 &Nm
. +n 0$ . 113$60&Nm 80$ &Nm S 71$027 &Nm [[[
& Aman
Berdasar "an per(itungan tersebut stru"tur memnu(i syarat
#n
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
&ma#s( +omen/"#ul+a#s)
fy
600+
382,5 . 1 , fc.(600+ fy225 . 1)
400
600+
382,5 . 0,85 , 20 .(600+400225 . 0.85)
5$25
perlu 0,85 . fc 'fy (
1
1 2. k
0.85 fc ') 0.85.20
400 (1
12 .1,149
0.85 .20 ) 0$0028
m"n 1.4
fy$ ,"#a c = 30 +/a
1.4
400 0$0035
ma#s 0.75 (0.85 . fc'
. 1
Fy x
600
600+Fy ) 0.75
( 0.85 .20 . 0,85400 x 600600+400 ) 0$0201
erdasar#an as"l %ang !ela d"dapa! sebelumn%a d"mana n"la"
%ara! &ka K Kak!/ Tulangan Tunggal 0@ K Kak!/ Tulangan Rangka' 0
& =&ma#s$ ma#a dapa! d"guna#an !ulangan !unggal un!u# balo# %ang d"!"n,au
perlu=ma#s$ ma#a dapa! d"guna#an !ulangan !unggal un!u# balo# %ang d"!"n,au
%ara! m"n perlu ma#s
perlu
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
;uas Tulangan /erlu As
As 0,85 . f
'c . a . b
fy
0,85.20 .25,2.250
400
267$75 mm2
As perlu. b . d 0.0035 . 250 mm . 360 mm 315 mm2
Dipili( yang terbesar yaitu As 7 315 mm/
+a#aJumlaTulangan ( n )
n As
1 /4 . d2
315
1 /43,14 . 192 1$562 D"pa#a" * Batang
Jumla !ulangan ma#s"mal per bar"s( m )
m b2 . ds1
D+S!B 1
2502 .57,5 mm19mm+40 mm
B 1 2$2 B 1 -@*= Batang
Jad" Tulangan dapa! d"pasang dengan 1 bar"s
&on!rol &eamanan Teradap +rencana
%ara! +rencH +u-
;uas Tulangan !erbesar As 3 D18 3 ( . 3$14 . 182) 50$155 mm2
a 51$4 mm
+n As.%.( d -a
2) 50$155 . 400 .( 360 ?
25,2
2
1113753$Nmm 11$13 &Nm
. +n 0$ . 11$13&Nm 84$504 &Nm S 71$027 &Nm [[[
& Aman
Berdasar "an per(itungan tersebut stru"tur memnu(i syarat
#n
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Xs perluV
+
- Xc
69,684
0,60? 67$050 &N 48$08 &N
J"#a d"guna#an !ulangan D10 un!u# geser ( seng#ang )
Asseng# ( 14 . . d2) ( . 3$14 . 2) 50$24 mm2$$ ma#a
,ara# seng#ang adala
s,ara# Asse!"k. f y . d
Vs#er$u
50,24 . 400. 360
49,09 . 83 27 mm C -44
ecara !eor"!"s d"dapa!#an !ulangan seng#ang D10-200$ sedang#an pela#sanaan
d"lapangan d"guna#an D = ; 1 24un!u# Tulangan geser d" Tumpuan (14;) dan D = ;
- 44un!u# /enulangan geser d" ;apangan.
I. Per"&tungan Ke(utu"an Tulangan K+l+
Da!a-Da!a Geome!r"s ebaga" er"#u!
- 'c ( +u!u e!on ) 20 +/a
- '% ( +u!u a,a ) 400 +/a$ D22 dan D10
- Asums" 9#uran &olom b 30 < ! 30 cm
- !ru#!ur &olom 4 +u 52$546 &Nm ( 'rame 5 )
- !ru#!ur &olom 4 /u 120$67 &N ( 'rame 21 )
- !ru#!ur &olom 4 X 24$63 &N ( 'rame 35 )
- Fs a,a 200000 +/a
- Fs e!on 4700 20 21018$04 +/a
&e!erangan
Mas"l /er"!ungan +omen dan Ga%a Geser d"dapa! dar" per"!ungan A/ 2000 dar"
A sebelumn%a melalu" berbaga" macam #omb"nas" 1-6 d"amb"l %ang !erbesar.&Per(itungan olom diadopsi dari Bu"u Prof. ,r. idodo #S=$? P(-D
.1 Meng"&tung N&la& Mna@ Pna@ Ek!entr&!&ta! /e0
+na Mu
52,5846
0,80 65$730 &Nm
/na %u
120,687
0,65 15$672 &N
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
e M!a
%!a
65,730
185,672 0$354 mm 354 m
.* Menentukan Ukuran k+l+
Iang dan almon (1887) menga!a#an baa un!u# menen!u#an u#uran #olom
dapa! d"pa#a" asums" aal$ %a"!u n"la" /n d"anggap semen!ara sama dengan /b.
Asums" %ang la"n adala pengaru displaced concreted"aba"#an dan regangan ba,a
desa# suda mencapa" regangan lele. D"pa#a" Fs 210000 +/a $ % 400 +/a$
c 25 +/a$ Fc 21018 +/a
&c
Fc
c
20
21019,04 0$0010
& s Fy
's
400
200000 0$0020
Cb &c
&c+& s(
0,001
0.001+0.002( 0$3333
/b :cB :s- Ts
0$5 c . 1. :b . b B As%? As . %
0$5 . 20 . 0$5 . 0$3333 b B 0
4$16 b
Apab"la d"amb"l asums" 0$8 !$ ma#a
/b 4$16 . b . 0$8 !
4$335 b ! 4$335 Ag ( +/a )
/adaal /b /n 37$64 &N$ ma#a
Ag 185,672
4,335x 103 mm
2 682$86 mm2 0.01 < 4230$81 42$30
mm2
elan,u!n%a Iang dan almon (1877) menga!a#an baa apab"la d"pa#a"
Agc S Ag ma#a #olom %ang d"pa#a" cu#up besar. A#"ba!n%a an%a d"perlu#an
!ebal be!on desa# %ang rela!" #ec"l a!au /n ^ /b dan mas" memenu" #ebu!uan
momen +n #arena e#sen!r"s"!asn%a e cu#up besar. :a!a!an ( Agc 0$01.300.300 )
800 mm2 61$ Y Ag dan As As
/ada #ond"s" "n" ,"#a
1. Agc Ag a#an mengalam" /a!a Tar"# dengan Wumus /ende#a!an
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
2. Agc^ Aga#an mengalam" /a!a Desa# dengan Wumus I"!ne%
n 0,01 .b .(
0,25 . . d2
0,01 .300 . 300
0,25. 3,14 , 222 -@-5= (atang un!u# se!"ap
s"s"
+a#a luas !ulangan As As adala
As !erbesar 4 . (0.25 . 3$14 . 222 ) 1518 mm2
d sel"mu! be!on B 22 40 B 11 51 mm
( !"ngg" ee#!" #olom ) 300 mm ? 51 mm 248 mm
E!t&a!& Kuat De!ak Pn ) / Ruu! 6"&tne8 0
/n
fc . b . ()
3 . (). e
(2 +1,18
B
As'. fy
e
(d '+0,50
20 Nmm
2. 300 mm .300 mm
3 . 300 .354
2492 +1,18
B
1519mm2.400
N
mm2
354
24951+0,50
272 N 2$72 &N
%ara! /n H /na
/n 2$72 &N H 15$672 &N[[[[[[[[[../ S8arat Ter'enu"& 0
:adi $stimasi u"uran yang diasumsi dan jumla( tulangan yang tela( dicari
diper"ira"an tela( memenu(i syarat
K+ntr+l Statu! Pata" De!ak )
/ada "!ungan sebelumn%a d"perole cb 0$333
:b 0$333 . 248 mm 2$817 mm
& s ' cd '
c &c
82,917 mm51,00mm82,917 mm
. 0$001 0$0003 ^ 0.002
( a,a desa# belum lele )
ab ( :b . 0$5 ) 2$817 . 0.5 70$478 mm
:cb 0$5 . c . ( :b . 0$5) . b 0$5 . 20 . ( 2$817 . 0$5 ) . 300
358445 N 358$445 &N
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
:sb As . ( % ? 0$5 . c ) 1518 . ( 400 ? 0$5 . 20 )
51777 N 51$777 &N
Tsb As . % 1518 . 400 607600 N 600 &N
/b :cb B :sb B Tsb 358$445 &N B 51$777 &N ? 600 &N
341$222 &N
J"#a /b S /nd"asums"#an #olom pa!a !ar"#
/b ^ /n d"asums"#an #olom pa!a desa#
+a#a n"la" /b 340$62 &N S 2$72 &N[[[[[. ( &olom /a!a
Tar"# )
M+en Lentur ,engan enga(&l +en ter"a,a' t&t&k (erat '+t+ngan )
+n :c {()2 a2 }+ :s {()2d '} B Ts {()2d '} 358$445 {3002 70,4792 } B 51$7 {3002 51} B 600 {3002 51} 117103$06 &Nmm 117$103 &Nm
%ara! . M!>M!a
. M! 0.0 . 117$103 83$62 &Nm S 65$730 &Nm
Desa"n &olom 9&F[[ ( Aman )
Cek Rangka P+rtal Berg+8ang atau t&,ak (erg+8ang )
&olom dan !"ng#a! pada s!ru#!ur$ arus d"#elompo##an sebaga" !"da# bergo%ang
a!au bergo%ang. ua!u !"ng#a! pada s!ru#!ur bole d"anggap !"da# bergo%ang b"la
n"la"
D"mana *+=0 ( &arena beban n%a s"me!r"s )
:ec#"ng
0.05
( 120$67 . 0 ) (24$63 . 112 . 300 .3003) , 0.05
4 , 4.42 . / P+rtal t&,ak (erg+8ang 0
Cek Ra!&+ Kelang!&ngan )
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
*#olom 1
12b .(
3
1
12300.300
3 675000000 mm4 67$5 < 107 mm4
*balo# 112 b . 3 112
250. 3003 562500000 mm4 56 < 107 mm4
Fc 4700 20 21018$04 +/a
- a 1 ( #olom dalam #eadaan ,ep"! )
- b c . Ik+$+m
c . Iba$+k
67,5x 107
. 21019,04
56x 107
. 21019,04 1$205
# ( a#!or pan,ang ee#!" ) 0$70 B 0$05 ( - a B - b ) 0$70 B 0$05 ( 1 B
1$205 ) 0$1
r Ik+$+m
A 675000000300 . 300 6$60
Cek K+l+ Pan#ang atau K+l+ Pen,ek )
D"ber"#an +1 -64$5448 &Nm lu 4000 mm ? 400 3600 mm
+2 52$546 &Nm
k .$u
r
S 34 ? 12M1
M2
0,81 . 3600
86,60
S 34 ? 12
64,544952,5846
33$67 ^ 4$72[[[[[[[[[. ( &olom /ende# )
De!a&n Tulangan Ge!er
D"#e!au"
b 300 mm
300 mm
d 300 ? 40 ? . 22 248 mm
Tulangan seng#ang 10 mm
'c 20 +/a$ '% 400 +/a
Xu 24$63 &N
un!u# redu#s" 0.75 & Ali Asroni 2al. 13
Men$ar& N&la& u ,an $
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Xn Vu
24,638
0.75 32$5 &N
Xc 16fc ' . b . d 1620 . 300 . 248 55$651 &N
:ec#"ng
Xn H . Xc
32$5 &N H 0.75 . 55$631 &N
32$5 &N ^ 41$73 &N[[[ ( T"da# membu!u#an !ulangan geser )
Namun un!u# #eamanan d"guna#an !ulangan geser dengan spas" m"n"mum
sma<
d
2
300
2 150 mm
Jad" ,ara# an!ar seng#ang %ang d"guna#an adala D14 124
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
. Per"&tungan Ke(utu"an Tulangan K+l+ 2
Da!a-Da!a Geome!r"s ebaga" er"#u!
- 'c ( +u!u e!on ) 20 +/a
- '% ( +u!u a,a ) 400 +/a$ D22 dan D10
- Asums" 9#uran &olom b 30 < ! 30 cm
- !ru#!ur &olom 5 m +u 64$5448 &Nm ( 'rame 22 )
- !ru#!ur &olom 5 m /u 537$704 &N ( 'rame 25 )
- !ru#!ur &olom X 24$044 &N ( 'rame 22 )
- Fs a,a 200000 +/a
- Fs e!on 4700 20 21018$04 +/a
.- Meng"&tung N&la& Mna@ Pna@ Ek!entr&!&ta! /e0
+na Mu
64,5449
0,80 0$61 &Nm
/na %u
537,704
0,65 27$236 &N
e M!a
%!a
80,681
827,236 0$087 m 87 mm
4.4 Menentukan Ukuran kolom
Iang dan almon (1887) menga!a#an baa un!u# menen!u#an u#uran #olom
dapa! d"pa#a" asums" aal$ %a"!u n"la" /n d"anggap semen!ara sama dengan /b.
Asums" %ang la"n adala pengaru displaced concreted"aba"#an dan regangan ba,a
desa# suda mencapa" regangan lele. D"pa#a" Fs 210000 +/a$ % 400 +/a$
c 20 +/a$ Fc 21018 +/a
&c Fc
c
20
21019,04 0$0010
& s Fy
's
400
200000 0$0020
Cb &c
&c+& s(
0,001
0.001+0.002( 0$3333
/b :cB :s- Ts
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
0$5 c . 1. :b. b B As%? As . %
0$5 . 20 . 0$5 . 0$3333 b B 0
4$16 b
Apab"la d"amb"l asums" 0$8 !$ ma#a
/b 4$16 . b . 0$8 !
4$335 b ! 4$335 Ag ( +/a )
/ada al /b /n 147$052 &N$ ma#a
Ag 827,236
4,335x 103 mm
2 mm2 0.01 < 180168 1801$68 mm2
Selanjutnya Wang an Salm!n (1977" mengata#an ba$%aa&ab'la '&a#a' g) > g ma#a #!l!m yang '&a#a' )u#u& be*a+
#'batnya $anya '&e+lu#an tebal bet!n e*a# yang +elat'- #e)'l
atau .n < .b an ma*'$ memenu$' #ebutu$an m!men /n #a+ena
e#*ent+'*'ta*nya e )u#u& be*a+ atatan ( g)= 0,010000 "
= 900 mm23 > g an * = *
.aa #!n'*' 'n' j'#a
1 g) ga#an mengalam' .ata$ a+'# engan umu*
.ene#atan
2 g)< ga#an mengalam' .ata$ e*a# engan umu* W$'tney
nm =0,01 . b . (
0,25 . . d2 =
0,01 .300 . 300
0,25 . 3,14 , 222 = 3,36 = 4 batang
untu# *et'a& *'*'
/a#a lua* tulangan * = * aala$
* te+be*a+ = 4 (025 ,14 222 " = 1519 mm2
= *el'mut bet!n : 22 = 40 11 = 51 mm
$ ( t'ngg' e-e#t'- #!l!m " = 00 mm ; 51 mm = 249 mm
Estimasi Kuat esak !n " ( #umus !en$ekatan )
& ( 'a#!or +omen /"#ul ) %&
-
. b . d2
64,5449x 106
0,80.300 .2492 4$33
perlu
0,85 . fc '
fy
(1
1
2. k
0.85 fc '
)
0.85.20
400
(1
1
2 .4,33
0.85 .20
)
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
0$0127
/n
fc . b . ()
3 . (). e
(2 +1,18
B
As'. f y
e
(d '+0,50
20 N
mm2
. 300 mm .300 mm
3 . 300 .97
2492 +1,18
B
1519mm2.400
N
mm2
97
24951+0,50
122780 N 122$780 &N
Sya+at .n .na
.n = 1822,790 827,26 ?????????( %&arat
Ter'enui )
Jadi Estimasi ukuran yang diasumsi dan jumlah tulangan yang
telah dicari diperkirakan telah memenuhi syarat
Kontrol %tatus !ata esak "
.aa $'tungan *ebelumnya '&e+!le$ )b= 0,$
b= 0, 249 mm = 82,917 mm
& s ' cd '
c &c
82,917 mm51,00mm82,917 mm
. 0$001 0$0003 ^ 0.002
( a,a desa# belum lele )
ab ( :b. 0$5 ) 2$817 . 0.5 70$478 mm
:cb 0$5 . c . ( :b. 0$5) . b 0$5 . 20 . ( 2$817 . 0$5 ) . 300
358445 N 358$445 &N
:sb As . ( % ? 0$5 . c ) 1518 . ( 400 ? 0$5 . 20 )
51777 N 51$777 &N
Tsb As . % 1518 . 400 607600 N 607 &N
.b = :cbB :sb B Tsb 358$445 &N B 51$777 ? 607 &N
334$222 &N
J"#a .b> .n'a*um*'#an #!l!m &ata$ ta+'#
.b< .n'a*um*'#an #!l!m &ata$ e*a#
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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 n'la' .b = 4,222 < 1822,79 ????? ( !l!m
.ata$ e*a# "
Momen entur $engan mengambil momen tera$a' titik
berat 'otongan "
/n = ) {()2 a2 }+ * {()2d '} * {()2d '}= 59,445 {3002 70,4792 } 581,7 {3002 51} 607
{3002 51}
= 15894,8 mm = 158,94 m
Sya+at = . M!>M!a
. M! = 080 158,94 = 127,147 m > 80,681 m
Desa"n &olom 9&F[[ ( Aman )
Cek Rangka P+rtal Berg+8ang atau t&,ak (erg+8ang )
&olom dan !"ng#a! pada s!ru#!ur$ arus d"#elompo##an sebaga" !"da# bergo%anga!au bergo%ang. ua!u !"ng#a! pada s!ru#!ur bole d"anggap !"da# bergo%ang b"la
n"la"
D"mana * +=0 ( &arena beban n%a s"me!r"s )
:ec#"ng cu
ou
@
PC
l
=
0.05
( 537$704 . 0 ) (24$044 . 112 . 300 .3003) , 0.05
4 , 4.42 . / P+rtal t&,ak (erg+8ang 0
Cek Ra!&+ Kelang!&ngan )
*#olom 1
12b .(
3
1
12300.300
3 675000000 mm4 6$75 < 10 mm4
*balo# 112 b . 3 1
12250. 300
3 562500000 mm4 5$62 < 10 mm4
Fc 4700 20 21018$04 +/a
- a 1 ( #olom dalam #eadaan ,ep"! )
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
- b c . Ik+$+m
c . Iba$+k
6,75x 108
. 21019,04
5,62x 108
. 21019,04 1$188
# ( a#!or pan,ang ee#!" ) 0$70 B 0$05 ( - a B - b ) 0$70 B 0$05 ( 1 B
1$188 ) 0$0
r Ik+$+m
A 675000000300 . 300 6$602
Cek K+l+ Pan#ang atau K+l+ Pen,ek )
D"ber"#an +1 64$5448&Nm lu 5000 mm ? 400 4600 mm
+2 - 64$5448 &Nmk .$u
rS 34 ? 12
M1
M2
0,80 . 4600
86,602S 34 ? 12
64,5449
64,5449
42$48 ^ 46[[[[[[[[[. ( &olom /ende# )
De!a&n Tulangan Ge!er
D"#e!au"
b 300 mm
300 mm
d 300 ? 40 ? . 22 248 mm
Tulangan seng#ang 10 mm
'c 20 +/a$ '% 400 +/a
Xu 24$044 &N
un!u# redu#s" 0.75 & Ali Asroni 2al. 13
Men$ar& N&la& u ,an $
Xn Vu
24,0440.75
32$05 &N
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
Xc 1
6fc ' . b . d
1
620 . 300 . 248 55$651 &N
:ec#"ng Xn H . Xc
32$05 &N H 0.75 . 55$651 &N
32$05 &N ^ 41$73 &N[[[ ( T"da# membu!u#an !ulangan geser )
Namun un!u# #eamanan d"guna#an !ulangan geser dengan spas" m"n"mum
sma< d
2
300
2 150 mm
Jad" ,ara# an!ar seng#ang %ang d"guna#an adala D14 124
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
7/25/2019 KOMPLIT GDG
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
=. Per"&tungan Be(an Merata
A. Beban #erata pada Atap
Beban mati
2 ( < ID a!ap )
2 ( 1$25 m < 3$13 #Nm2
) 2 ( 3$8125 #Nm )
7$25 #Nm
72$5 #gm 0$72 Tm
- Beban (idup
2 ( < I; a!ap )
2 ( 1$25 m < 1$0 #Nm2
) 2 ( 2$25 #Nm )
4$5 #Nm
450 #gm 0$450 Tm
a0 Daera" B
; Beban mati
- 2 ( < ID a!ap )
- 2 ( 2$25 m < 3$13
#Nm2)
- 2 ( 7$0425 #Nm )
- 14$05 #Nm
- 140$5 #gm
1$40 Tm
; Beban (idup
- 2 ( < I; a!ap )
- 2 ( 2$25 m < 1$0
#Nm2 )
- 2 ( 4$05 #Nm )
a) Daera
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
- $10 #Nm ; 10 #gm 0$10
Tm
-
-
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PERANCANGAN BANGUNAN SIPIL GEDUNG
FAKULTAS TEKNIK SIPIL DAN PERENCANAAN
INSTITUT TEKNOLOGI MEDANJln. Gedung Arca No. 52 Telp. (061) 736 7311
! Beban 6erpusat pada Atap
a0 Daera" C
;
-
-
-
-
-
-
-
-
- A 2 (1 m B 2$25 m) 1$25 m B (2$25 m < 2$25 m)f
- 2 1$4062 m B 2$5312 m f
- 7$74 m2
-
; Beban mati
- /D A < IDa!ap B ( Abalo# . Per"&tungan Be(an Ang&n
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;
-
-
--
-
-
-
-
-
-
-
-
-
-
-
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- %=V
2
16> X 100 #m,am
100000 m
3600 de)k 2 de!"#
- %=28
2
16 48 #gm2
-
-
-
a! Angin datang & tiup
- I1 0$8 < (4$5 < 2) < 48 386$8 #g
- I2 0$8 < (4$5 < 4) < 48 783$ #g
- I3 0$8 < (4$5 < 3$8) < 48 773$86 #g
-
b! Angin pergi & (isap
- I1 0$4 < (4$5 < 2) < 48 176$4 #g
- I2 0$4 < (4$5 < 4) < 48 352$ #g
- I3 0$4 < (4$5 < 3$8) < 48 343$8 #g
-
c! Beban angin total
- I1 !o!al 386$8 B 176$4 573$3 #g 0$573 T
- I2 !o!al 783$ B 352$ 1146$6 #g 1$146 T
- I3 !o!al 773$86 B 343$8 1117$84 #g 1$117 T
-
-
-
-
-
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#
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
--
-
-
-
-
-
-
-
-
-
; Sket!a Pen8e(aran Be(an 'a,a Ata'
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;
-
-
-
-
-
-
-
-
-
-
-
-
-
-
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-
-
--
-
-
-
-
-
-
-
-
-
-
-
-
; Sket!a Pen8e(aran Be(an 'a,a Lanta&
-
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;
-
-
-
-
-
-
-
-
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-
-
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-
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--
-
-
-
-
-
-
-
-
-
-
-
-
-
-
; Sket!a Penulangan 'a,a Plat Ata'
-
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;
-
-
-
--
-
--
-
--
-
-
-
--
--
-
--
-
-
--
---
-
--
-
--
-
-
--
-
--
-
--
-
-
--
-
--
; Sket!a Penulangan Pa,a Plat Lanta&
-
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; REKAPITULASI PEMBEBANAN
;
--
-
--
-
--
-
-
--
-
--
-
--
-
-
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-
-
--
-
--
-
--
-
--
-
&olom
alo# T A!apalo# T ;an!a"
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- PRINT INPUT TABLES
-- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
!
- !2"22"!2 !!:2#:!2
-
- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-- S T A T I C L % A D C A S E S
-- STATIC CASE SELF &T
- CASE T'PE FACT%R
-- DL DEAD !(0000
- LL! LI)E 0(0000
- LL2 LI)E 0(0000
- LL* LI)E 0(0000
- &L &IND 0(0000
-
- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE2
- !2"22"!2 !!:2#:!2
-- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR-
- + % I N T D A T A
-- +%INT GL%BAL-, GL%BAL-' GL%BAL- RESTRAINTS
ANGLE-A ANGLE-B ANGLE-C
-
- ! -4(0000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000
- 2 -4(0000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000
- * -4(0000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000
- 4 -4(0000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000
- 0(00000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000
- 4(0000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000
- 7 4(0000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000
- / 4(0000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000
- # 4(0000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000
- !0 0(00000 0(00000 0(00000 ! ! ! ! ! !0(000 0(000 0(000
- !! 0(00000 0(00000 *(/0000 0 0 0 0 0 00(000 0(000 0(000
- !2 0(00000 0(00000 7(/0000 0 0 0 0 0 00(000 0(000 0(000
- !* -(7000 0(00000 !!(/0000 0 0 0 0 0 00(000 0(000 0(000
- !4 (7000 0(00000 !!(/0000 0 0 0 0 0 0
0(000 0(000 0(000-- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
*
- !2"22"!2 !!:2#:!2
-
- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-- F R A 1 E E L E 1 E N T D A T A
-- FRA1E +NT-! +NT-2 SECTI%N ANGLE RELEASES SEG1ENTS
R! R2 FACT%R LENGT
-- ! ! 2 $L 0(000 000000 2
0(000 0(000 !(000 *(/00
- 2 2 * $L 0(000 000000 20(000 0(000 !(000 4(000
- * * 4 $L 0(000 000000 20(000 0(000 !(000 4(000
- 4 4 BA 0(000 000000 40(000 0(000 !(000 4(00
- BA 0(000 000000 40(000 0(000 !(000 4(00
- 7 $L 0(000 000000 20(000 0(000 !(000 4(000
- 7 7 / $L 0(000 000000 20(000 0(000 !(000 4(000
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- / / # $L 0(000 000000 20(000 0(000 !(000 *(/00
- # !0 !! $L 0(000 000000 20(000 0(000 !(000 *(/00
- !0 !! !2 $L 0(000 000000 20(000 0(000 !(000 4(000
- !! !2 $L 0(000 000000 20(000 0(000 !(000 4(000
- !2 * !2 BL 0(000 000000 40(000 0(000 !(000 4(00
- !* !2 7 BL 0(000 000000 40(000 0(000 !(000 4(00
- !4 / !! BL 0(000 000000 40(000 0(000 !(000 4(00
- ! !! 2 BL 0(000 000000 40(000 0(000 !(000 4(00
- ! 4 !* BA 0(000 000000 40(000 0(000 !(000 !(20
- !7 !4 BA 0(000 000000 40(000 0(000 !(000 !(20
-
- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE4
- !2"22"!2 !!:2#:!2
-- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-
- + % I N T F % R C E S Lo3 C3e DL
-
- +%INT GL%BAL-, GL%BAL-' GL%BAL- GL%BAL-,, GL%BAL-''GL%BAL-
-- !* 0(000 0(000 -0(2 0(000 0(000
0(000
- !4 0(000 0(000 -0(2 0(000 0(0000(000
- 4 0(000 0(000 -2(#0 0(000 0(0000(000
- 0(000 0(000 -2(#0 0(000 0(0000(000
- 0(000 0(000 -*( 0(000 0(0000(000
- 2 0(000 0(000 -2( 0(000 0(0000(000
- * 0(000 0(000 -2( 0(000 0(0000(000
- 7 0(000 0(000 -2( 0(000 0(0000(000
- / 0(000 0(000 -2( 0(000 0(0000(000
- !! 0(000 0(000 -4(27 0(000 0(0000(000
- !2 0(000 0(000 -4(27 0(000 0(0000(000
-- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
- !2"22"!2 !!:2#:!2
-
- PERANCANGAN BANGUNAN SIPIL GEDUNG- ANALISA STRU$TUR
-- + % I N T F % R C E S Lo3 C3e LL!
-- +%INT GL%BAL-, GL%BAL-' GL%BAL- GL%BAL-,, GL%BAL-''
GL%BAL-
-
- 4 0(000 0(000 -!(4!7 0(000 0(0000(000
- 0(000 0(000 -!(4!7 0(000 0(0000(000
- 0(000 0(000 -!(/22 0(000 0(0000(000
- 2 0(000 0(000 -!(2 0(000 0(0000(000
- * 0(000 0(000 -!(2 0(000 0(0000(000
- 7 0(000 0(000 -!(2 0(000 0(0000(000
- / 0(000 0(000 -!(2 0(000 0(0000(000
- !! 0(000 0(000 -2(*! 0(000 0(0000(000
- !2 0(000 0(000 -2(*! 0(000 0(0000(000
-
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- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
- !2"22"!2 !!:2#:!2
-
- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-- + % I N T F % R C E S Lo3 C3e &L
-- +%INT GL%BAL-, GL%BAL-' GL%BAL- GL%BAL-,, GL%BAL-''GL%BAL-
-- !* 0(7* 0(000 0(000 0(000 0(000
0(000
- * !(!4 0(000 0(000 0(000 0(0000(000
- 2 !(!!7 0(000 0(000 0(000 0(0000(000
-- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
7
- !2"22"!2 !!:2#:!*
-- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-- F R A 1 E S P A N D I S T R I B U T E D L % A D S Lo3 C3e DL
-- FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B
)ALUE-B
-- ! F%RCE GL%BAL- 0(0000 0(0000 !(0000
-0(7/20
- !7 F%RCE GL%BAL- 0(0000 0(0000 !(0000-0(7/20
- 4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(40/0
- 4 F%RCE GL%BAL- 0(000 -!(40/0 !(00000(0000
- F%RCE GL%BAL- 0(0000 0(0000 0(000-!(40/0
- F%RCE GL%BAL- 0(000 -!(40/0 !(00000(0000
- !2 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400
- !2 F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000
- !* F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400
- !* F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000
- !4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400
- !4 F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000
- ! F%RCE GL%BAL- 0(0000 0(0000 0(000-!(/400
- ! F%RCE GL%BAL- 0(000 -!(/400 !(00000(0000
-
- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE/
- !2"22"!2 !!:2#:!*
-- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-
- 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!
-
- FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B)ALUE-B
-- ! F%RCE GL%BAL- 0(0000 0(0000 !(0000
-0(400
- !7 F%RCE GL%BAL- 0(0000 0(0000 !(0000-0(400
- 4 F%RCE GL%BAL- 0(0000 0(0000 0(000
-0(/!00- 4 F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000
- F%RCE GL%BAL- 0(0000 0(0000 0(000-0(/!00
- F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000
- !2 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
- !2 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
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- !* F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
- !* F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
- !4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
- !4 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
- ! F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
- ! F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
-- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
#
- !2"22"!2 !!:2#:!*
-
- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-- F R A 1 E S P A N D I S T R I B U T E D L % A D S Lo3 C3e LL2
-- FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B
)ALUE-B
-- ! F%RCE GL%BAL- 0(0000 0(0000 !(0000
-0(400
- F%RCE GL%BAL- 0(0000 0(0000 0(000-0(/!00
- F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000
- !2 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
- !2 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
- !4 F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
- !4 F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
-
- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE!0
- !2"22"!2 !!:2#:!*
-- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-
- 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*
-
- FRA1E T'PE DIRECTI%N DISTANCE-A )ALUE-A DISTANCE-B)ALUE-B
-- 4 F%RCE GL%BAL- 0(0000 0(0000 0(000
-0(/!00
- 4 F%RCE GL%BAL- 0(000 -0(/!00 !(00000(0000
- !* F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
- !* F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
- ! F%RCE GL%BAL- 0(0000 0(0000 0(000-!(!20
- ! F%RCE GL%BAL- 0(000 -!(!20 !(00000(0000
- !7 F%RCE GL%BAL- 0(0000 0(0000 !(0000-0(400
-
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; PRINT OUTPUT TABLES
--- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
!
- !2"22"!2 !!:*0:40
-
- PERANCANGAN BANGUNAN SIPIL GEDUNG- ANALISA STRU$TUR
-- L % A D C % 1 B I N A T I % N 1 U L T I P L I E R S
-- C%1B% T'PE CASE FACT%R T'PE TITLE
-- C%1B! ADD C%1B!
- DL !(2000 STATIC5DEAD6
- LL! !(000 STATIC5LI)E6
-
- C%1B2 ADD C%1B2
- DL !(2000 STATIC5DEAD6
- LL2 !(000 STATIC5LI)E6
-
- C%1B* ADD C%1B*
- DL !(2000 STATIC5DEAD6
- LL* !(000 STATIC5LI)E6-- C%1B4 ADD C%1B4
- DL !(2000 STATIC5DEAD6
- LL! !(0000 STATIC5LI)E6
- &L !(000 STATIC5&IND6
-- C%1B ADD C%1B
- DL !(2000 STATIC5DEAD6
- LL2 !(0000 STATIC5LI)E6
- &L !(000 STATIC5&IND6
-- C%1B ADD C%1B
- DL !(2000 STATIC5DEAD6
- LL* !(0000 STATIC5LI)E6
- &L !(000 STATIC5&IND6
-
-- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
2
- !2"22"!2 !!:*0:40
-- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-
- + % I N T D I S P L A C E 1 E N T S
-
- +%INT L%AD U! U2 U* R!R2 R*
-
- ! DL 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! LL! 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! LL2 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! LL* 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! &L 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! C%1B! 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! C%1B2 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! C%1B* 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! C%1B4 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- ! C%1B 0(0000 0(0000 0(0000 0(0000
0(0000 0(0000-- 2 DL -2(4E-0 0(0000 -!(/4!E-0* 0(0000
!(24E-0* 0(0000
- 2 LL! -!(0*E-0 0(0000 -(4/E-04 0(00007(*0/E-04 0(0000
- 2 LL2 -2(#E-04 0(0000 -!(2/#E-04 0(0000-*(2E-04 0(0000
- 2 LL* 2(/4E-04 0(0000 -!(7#E-04 0(0000!(074E-0* 0(0000
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- 2 &L 0(0!/ 0(0000 !(!#0E-04 0(00004(2E-0* 0(0000
- 2 C%1B! -4(0*E-0 0(0000 -*(247E-0* 0(0000*(!!/E-0* 0(0000
- 2 C%1B2 -(040E-04 0(0000 -2(4!E-0* 0(0000!(*/!E-0* 0(0000
- 2 C%1B* 4(2//E-04 0(0000 -2(4#7E-0* 0(0000*(/E-0* 0(0000
- 2 C%1B4 0(022 0(0000 -2(7E-0* 0(00000(0!0! 0(0000
- 2 C%1B 0(024# 0(0000 -2(!4/E-0* 0(0000#(04E-0* 0(0000
- 2 C%1B 0(02 0(0000 -2(!#/E-0* 0(00000(0!0 0(0000
-
- * DL !(!*!E-0 0(0000 -*(!0E-0* 0(0000!(4E-0* 0(0000
- * LL! !(#4E-0 0(0000 -!(!07E-0* 0(0000(2!4E-04 0(0000
- * LL2 -*(47#E-04 0(0000 -2(/7E-04 0(0000!(!*#E-0* 0(0000
- * LL* *(0*E-04 0(0000 -2(2E-04 0(0000-(*07E-04 0(0000
- * &L 0(0*/ 0(0000 !(/!/E-04 0(0000*(!##E-0* 0(0000
- * C%1B! !(7!E-0 0(0000 -(!E-0* 0(0000
2(7*E-0* 0(0000
- * C%1B2 -(4*0E-04 0(0000 -4(20#E-0* 0(0000*(/!E-0* 0(0000
- * C%1B* (74!E-04 0(0000 -4(!//E-0* 0(0000#(0#*E-04 0(0000
- * C%1B4 0(072 0(0000 -4(#E-0* 0(00007(4#/E-0* 0(0000
- * C%1B 0(0# 0(0000 -*(77E-0* 0(0000/(0!E-0* 0(0000
- * C%1B 0(07 0(0000 -*(744E-0* 0(0000(*4E-0* 0(0000
-- 4 DL (0//E-0 0(0000 -*(/22E-0* 0(0000
!(044E-0* 0(0000
- 4 LL! 2(44E-0 0(0000 -!(*40E-0* 0(0000(**E-04 0(0000
- 4 LL2 -#(00E-04 0(0000 -2(#2E-04 0(0000
-#(#0#E-04 0(0000- 4 LL* #(744E-04 0(0000 -*(*/E-04 0(0000
!(//E-0* 0(0000
- 4 &L 0(04* 0(0000 2(007E-04 0(0000!(4##E-0* 0(0000
- 4 C%1B! !(0!/E-04 0(0000 -(7*!E-0* 0(00002(270E-0* 0(0000
- 4 C%1B2 -!(4#E-0* 0(0000 -(0E-0* 0(0000-*(*2*E-04 0(0000
- 4 C%1B* !(20E-0* 0(0000 -(!24E-0* 0(0000*(7#4E-0* 0(0000
- 4 C%1B4 0(0742 0(0000 -(0E-0* 0(00004(2/7E-0* 0(0000
- 4 C%1B 0(07*2 0(0000 -4(/E-0* 0(00002(!E-0* 0(0000
- 4 C%1B 0(07! 0(0000 -4(0!E-0* 0(0000(240E-0* 0(0000
-- DL 0(0000 0(0000 -(7*#E-0* 0(0000
0(0000 0(0000
- LL! 0(0000 0(0000 -2(*!0E-0* 0(00000(0000 0(0000
- LL2 -#(#2E-04 0(0000 -(/#E-04 0(0000!(*0/E-0* 0(0000
- LL* #(#2E-04 0(0000 -(/#E-04 0(0000-!(*0/E-0* 0(0000
- &L 0(04* 0(0000 0(0000 0(0000!(0/*E-0* 0(0000
- C%1B! 0(0000 0(0000 -0(0!0 0(00000(0000 0(0000
- C%1B2 -!(*E-0* 0(0000 -7(/*!E-0* 0(00002(0#*E-0* 0(0000
- C%1B* !(*E-0* 0(0000 -7(/*!E-0* 0(0000-2(0#*E-0* 0(0000
- C%1B4 0(0740 0(0000 -#(!#7E-0* 0(0000!(7*2E-0* 0(0000
- C%1B 0(07*0 0(0000 -7(477E-0* 0(0000*(04!E-0* 0(0000
- C%1B 0(070 0(0000 -7(477E-0* 0(00004(24*E-04 0(0000
-- DL -(0//E-0 0(0000 -*(/22E-0* 0(0000
-!(044E-0* 0(0000
- LL! -2(44E-0 0(0000 -!(*40E-0* 0(0000-(**E-04 0(0000
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- LL2 -#(744E-04 0(0000 -*(*/E-04 0(0000-!(//E-0* 0(0000
- LL* #(00E-04 0(0000 -2(#2E-04 0(0000#(#0#E-04 0(0000
- &L 0(042 0(0000 -2(00#E-04 0(0000!(0#E-0* 0(0000
- C%1B! -!(0!/E-04 0(0000 -(7*!E-0* 0(0000-2(270E-0* 0(0000
- C%1B2 -!(20E-0* 0(0000 -(!24E-0* 0(0000-*(7#4E-0* 0(0000
- C%1B* !(4#E-0* 0(0000 -(0E-0* 0(0000*(*2*E-04 0(0000
- C%1B4 0(07*# 0(0000 -(24/E-0* 0(0000(20E-04 0(0000
- C%1B 0(072# 0(0000 -(244E-0* 0(0000-4(2#E-04 0(0000
- C%1B 0(074# 0(0000 -(200E-0* 0(00002(!2E-0* 0(0000
-- 7 DL -!(!*!E-0 0(0000 -*(!0E-0* 0(0000
-!(4E-0* 0(0000
- 7 LL! -!(#4E-0 0(0000 -!(!07E-0* 0(0000-(2!4E-04 0(0000
- 7 LL2 -*(0*E-04 0(0000 -2(2E-04 0(0000(*07E-04 0(0000
- 7 LL* *(47#E-04 0(0000 -2(/7E-04 0(0000
-!(!*#E-0* 0(0000
- 7 &L 0(0*7 0(0000 -!(/20E-04 0(0000*(20/E-0* 0(0000
- 7 C%1B! -!(7!E-0 0(0000 -(!E-0* 0(0000-2(7*E-0* 0(0000
- 7 C%1B2 -(74!E-04 0(0000 -4(!//E-0* 0(0000-#(0#*E-04 0(0000
- 7 C%1B* (4*0E-04 0(0000 -4(20#E-0* 0(0000-*(/!E-0* 0(0000
- 7 C%1B4 0(070 0(0000 -(!7/E-0* 0(00002(7*E-0* 0(0000
- 7 C%1B 0(07 0(0000 -4(*2E-0* 0(0000*(#0E-0* 0(0000
- 7 C%1B 0(074 0(0000 -4(**#E-0* 0(00002(2*E-0* 0(0000
-- / DL 2(4E-0 0(0000 -!(/4!E-0* 0(0000
-!(24E-0* 0(0000- / LL! !(0*E-0 0(0000 -(4/E-04 0(0000
-7(*0/E-04 0(0000
- / LL2 -2(/4E-04 0(0000 -!(7#E-04 0(0000-!(074E-0* 0(0000
- / LL* 2(#E-04 0(0000 -!(2/#E-04 0(0000*(2E-04 0(0000
- / &L 0(0!7 0(0000 -!(!#0E-04 0(00004(44E-0* 0(0000
- / C%1B! 4(0*E-0 0(0000 -*(247E-0* 0(0000-*(!!/E-0* 0(0000
- / C%1B2 -4(2//E-04 0(0000 -2(4#7E-0* 0(0000-*(/E-0* 0(0000
- / C%1B* (040E-04 0(0000 -2(4!E-0* 0(0000-!(*/!E-0* 0(0000
- / C%1B4 0(02! 0(0000 -*(04/E-0* 0(00004(70E-0* 0(0000
- / C%1B 0(024/ 0(0000 -2(7#E-0* 0(00004(407E-0* 0(0000
- / C%1B 0(024 0(0000 -2(2#E-0* 0(0000(/*E-0* 0(0000
-
- # DL 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # LL! 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # LL2 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # LL* 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # &L 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # C%1B! 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # C%1B2 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # C%1B* 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # C%1B4 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- # C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000
-
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- !0 DL 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 LL! 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 LL2 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 LL* 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 &L 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 C%1B! 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 C%1B2 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 C%1B* 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 C%1B4 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000
- !0 C%1B 0(0000 0(0000 0(0000 0(00000(0000 0(0000
-
- !! DL 0(0000 0(0000 -2(#24E-0* 0(00000(0000 0(0000
- !! LL! 0(0000 0(0000 -!(!/#E-0* 0(0000
0(0000 0(0000
- !! LL2 -2(7E-04 0(0000 -*(0*E-04 0(0000#(77*E-04 0(0000
- !! LL* 2(7E-04 0(0000 -*(0*E-04 0(0000-#(77*E-04 0(0000
- !! &L 0(0!7 0(0000 0(0000 0(0000*(27E-0* 0(0000
- !! C%1B! 0(0000 0(0000 -(4!2E-0* 0(00000(0000 0(0000
- !! C%1B2 -4(42E-04 0(0000 -*(##E-0* 0(0000!(4E-0* 0(0000
- !! C%1B* 4(42E-04 0(0000 -*(##E-0* 0(0000-!(4E-0* 0(0000
- !! C%1B4 0(02! 0(0000 -4(##E-0* 0(0000(/04E-0* 0(0000
- !! C%1B 0(024/ 0(0000 -*(/!*E-0* 0(0000(7/!E-0* 0(0000
- !! C%1B 0(024 0(0000 -*(/!*E-0* 0(00004(/27E-0* 0(0000
-
- !2 DL 0(0000 0(0000 -4(///E-0* 0(00000(0000 0(0000
- !2 LL! 0(0000 0(0000 -!(#7#E-0* 0(00000(0000 0(0000
- !2 LL2 -*(4#E-04 0(0000 -(00E-04 0(0000-!(*!4E-0* 0(0000
- !2 LL* *(4#E-04 0(0000 -(00E-04 0(0000!(*!4E-0* 0(0000
- !2 &L 0(0*7 0(0000 0(0000 0(00002(#*E-0* 0(0000
- !2 C%1B! 0(0000 0(0000 -#(0*!E-0* 0(00000(0000 0(0000
- !2 C%1B2 -(7/E-04 0(0000 -(7*E-0* 0(0000-2(!02E-0* 0(0000
- !2 C%1B* (7/E-04 0(0000 -(7*E-0* 0(00002(!02E-0* 0(0000
- !2 C%1B4 0(07! 0(0000 -7(/44E-0* 0(00004(*0#E-0* 0(0000
- !2 C%1B 0(07 0(0000 -(*70E-0* 0(00002(##E-0* 0(0000
- !2 C%1B 0(07 0(0000 -(*70E-0* 0(0000(2*E-0* 0(0000
-- !* DL (0//E-0 0(0000 -4(277E-0* 0(0000
-7(#72E-04 0(0000
- !* LL! 2(44E-0 0(0000 -#(2!E-04 0(00002(4E-04 0(0000
- !* LL2 -#(00E-04 0(0000 -!(#0E-0* 0(0000-!(*7!E-0* 0(0000
- !* LL* #(744E-04 0(0000 !(4#E-0* 0(0000!(//E-0* 0(0000
- !* &L 0(04* 0(0000 2(07E-0* 0(0000!(4##E-0* 0(0000
- !* C%1B! !(0!/E-04 0(0000 -(0E-0* 0(0000-(4/!E-04 0(0000
- !* C%1B2 -!(4#E-0* 0(0000 -/(!/2E-0* 0(0000-*(!0E-0* 0(0000
- !* C%1B* !(20E-0* 0(0000 -2(4#*E-0* 0(0000!(/4E-0* 0(0000
- !* C%1B4 0(0742 0(0000 -2(7*4E-0* 0(0000!(#/E-0* 0(0000
- !* C%1B 0(07*2 0(0000 -*(7!#E-0* 0(00007(!*!E-0 0(0000
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- !* C%1B 0(07! 0(0000 -!(*0E-04 0(0000*(0*0E-0* 0(0000
-
- !4 DL -(0//E-0 0(0000 -4(277E-0* 0(00007(#72E-04 0(0000
- !4 LL! -2(44E-0 0(0000 -#(2!E-04 0(0000-2(4E-04 0(0000
- !4 LL2 -#(744E-04 0(0000 !(4#E-0* 0(0000-!(//E-0* 0(0000
- !4 LL* #(00E-04 0(0000 -!(#0E-0* 0(0000!(*7!E-0* 0(0000
- !4 &L 0(042 0(0000 -2(0/7E-0* 0(0000!(0#E-0* 0(0000
- !4 C%1B! -!(0!/E-04 0(0000 -(0E-0* 0(0000(4/!E-04 0(0000
- !4 C%1B2 -!(20E-0* 0(0000 -2(4#*E-0* 0(0000-!(/4E-0* 0(0000
- !4 C%1B* !(4#E-0* 0(0000 -/(!/2E-0* 0(0000*(!0E-0* 0(0000
- !4 C%1B4 0(07*# 0(0000 -#(*#*E-0* 0(0000*(!!E-0* 0(0000
- !4 C%1B 0(072# 0(0000 -(/22E-0* 0(0000!(7/*E-0* 0(0000
- !4 C%1B 0(074# 0(0000 -0(0!04 0(00004(742E-0* 0(0000
-
-- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE
*
- !2"22"!2 !!:*0:40
-- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-- + % I N T R E A C T I % N S
-- +%INT L%AD F! F2 F* 1!
12 1*
-
- ! DL 0(*#!0 0(0000 22(2/*7 0(00000(4/#4 0(0000
- ! LL! 0(!7# 0(0000 7(#2 0(00000(2200 0(0000
- ! LL2 -0(047 0(0000 !(0#0 0(0000-0(0*4# 0(0000
- ! LL* 0(220 0(0000 2(!02 0(00000(2! 0(0000
- ! &L -0(//* 0(0000 -!(*#*! 0(0000-2(*77 0(0000
- ! C%1B! 0(70 0(0000 */(///4 0(00000(#*#4 0(0000
- ! C%1B2 0(*#*2 0(0000 2#(!4/ 0(00000(*! 0(0000
- ! C%1B* 0(/22* 0(0000 *0(!04 0(00000(#/#7 0(0000
- ! C%1B4 -0(7442 0(0000 *2(!040 0(0000-2(##7 0(0000
- ! C%1B -0(#7 0(0000 2(020 0(0000-*(2!7 0(0000
- ! C%1B -0(##4 0(0000 2(!4! 0(0000
-2(#* 0(0000-- # DL -0(*#!0 0(0000 22(2/*7 0(0000
-0(4/#4 0(0000
- # LL! -0(!7# 0(0000 7(#2 0(0000-0(2200 0(0000
- # LL2 -0(220 0(0000 2(!02 0(0000-0(2! 0(0000
- # LL* 0(047 0(0000 !(0#0 0(00000(0*4# 0(0000
- # &L -0(/02 0(0000 !(*#*0 0(0000-2(*#4 0(0000
- # C%1B! -0(70 0(0000 */(///4 0(0000-0(#*#4 0(0000
- # C%1B2 -0(/22* 0(0000 *0(!04 0(0000-0(#/#7 0(0000
- # C%1B* -0(*#*2 0(0000 2#(!4/ 0(0000-0(*! 0(0000
- # C%1B4 -2(02! 0(0000 *(!7 0(0000-4(/2* 0(0000
- # C%1B -2(0* 0(0000 *!(07!# 0(0000-4(!*/ 0(0000
- # C%1B -!(7#/! 0(0000 *0(47/2 0(0000-4(*274 0(0000
-- !0 DL 0(0000 0(0000 *4(#7* 0(0000
0(0000 0(0000
- !0 LL! 0(0000 0(0000 !*(#24 0(00000(0000 0(0000
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- !0 LL2 0(2/2 0(0000 *(4 0(00000(*70 0(0000
- !0 LL* -0(2/2 0(0000 *(4 0(0000-0(*70 0(0000
- !0 &L -!(!07 0(0000 (/7E-0 0(0000-2(70 0(0000
- !0 C%1B! 0(0000 0(0000 4(24!4 0(00000(0000 0(0000
- !0 C%1B2 0(42#! 0(0000 47(4/! 0(00000(7!2 0(0000
- !0 C%1B* -0(42#! 0(0000 47(4/! 0(0000-0(7!2 0(0000
- !0 C%1B4 -!(7720 0(0000 (//* 0(0000-4(2727 0(0000
- !0 C%1B -!(0*/ 0(0000 4(!4 0(0000-*(#!7 0(0000
- !0 C%1B -2(0402 0(0000 4(!4 0(0000-4(2#7 0(0000
--
- SAP2000 v7.40 File: PERANCANGAN BANGUNAN SIPIL GEDUNG Ton-m Unit PAGE4
- !2"22"!2 !!:*0:40
-- PERANCANGAN BANGUNAN SIPIL GEDUNG
- ANALISA STRU$TUR
-- F R A 1 E E L E 1 E N T F % R C E S
-
- FRA1E L%AD L%C P )2 )* T12 1*
-- ! DL
- 0(00 -22(2/ -*(#!0E-0! 0(00 0(000(00 -4(/#4E-0!
- !(#0 -2!( -*(#!0E-0! 0(00 0(000(00 2(*E-0!
- *(/0 -20(/2 -*(#!0E-0! 0(00 0(000(00 #(#E-0!
- ! LL!
- 0(00 -7(# -!(7#E-0! 0(00 0(000(00 -2(200E-0!
- !(#0 -7(# -!(7#E-0! 0(00 0(00
0(00 !(!4!E-0!- *(/0 -7(# -!(7#E-0! 0(00 0(00
0(00 4(4/2E-0!
- ! LL2
- 0(00 -!(! 4(7E-02 0(00 0(000(00 *(4#0E-02
- !(#0 -!(! 4(7E-02 0(00 0(000(00 -(44E-02
- *(/0 -!(! 4(7E-02 0(00 0(000(00 -!(4/E-0!
- ! LL*
- 0(00 -2(!0 -2(20E-0! 0(00 0(000(00 -2(!E-0!
- !(#0 -2(!0 -2(20E-0! 0(00 0(000(00 !(77E-0!
- *(/0 -2(!0 -2(20E-0! 0(00 0(000(00 (/#E-0!
- ! &L- 0(00 !(*# /(/*E-0! 0(00 0(00
0(00 2(*/
- !(#0 !(*# /(/*E-0! 0(00 0(000(00 7(27/E-0!
- *(/0 !(*# /(/*E-0! 0(00 0(000(00 -#(2!#E-0!
- ! C%1B!
- 0(00 -*/(/# -7(0E-0! 0(00 0(000(00 -#(*#4E-0!
- !(#0 -*/(0! -7(0E-0! 0(00 0(000(00 4(//E-0!
- *(/0 -*7(!4 -7(0E-0! 0(00 0(000(00 !(#!
- ! C%1B2
- 0(00 -2#(! -*(#*2E-0! 0(00 0(000(00 -(*!E-0!
- !(#0 -2/(2/ -*(#*2E-0! 0(00 0(000(00 2(!E-0!
- *(/0 -27(40 -*(#*2E-0! 0(00 0(000(00 #(2E-0!
- ! C%1B*
- 0(00 -*0(!0 -/(22*E-0! 0(00 0(000(00 -#(/#7E-0!
- !(#0 -2#(2* -/(22*E-0! 0(00 0(000(00 (72E-0!
- *(/0 -2/(* -/(22*E-0! 0(00 0(000(00 2(!*
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- ! C%1B4
- 0(00 -*2(!0 7(442E-0! 0(00 0(000(00 *(00
- !(#0 -*!(2* 7(442E-0! 0(00 0(000(00 !(/
- *(/0 -*0(* 7(442E-0! 0(00 0(000(00 !(/#E-0!
- ! C%1B
- 0(00 -2(02 #(7E-0! 0(00 0(000(00 *(2
- !(#0 -2(!4 #(7E-0! 0(00 0(000(00 !(4!
- *(/0 -24(27 #(7E-0! 0(00 0(000(00 -4(20E-0!
- ! C%1B
- 0(00 -2(! (##4E-0! 0(00 0(000(00 2(#7
- !(#0 -2(74 (##4E-0! 0(00 0(000(00 !(4
- *(/0 -24(/ (##4E-0! 0(00 0(000(00 *(077E-0!
-- 2 DL
- 0(00 -!(*2 -(4!E-0! 0(00 0(000(00 -!(*
- 2(00 -!4( -(4!E-0! 0(00 0(000(00 -2(*E-02
- 4(00 -!*(7# -(4!E-0! 0(00 0(000(00 !(*0
- 2 LL!
- 0(00 -(!0 -2(#!0E-0! 0(00 0(000(00 -(#/*E-0!
- 2(00 -(!0 -2(#!0E-0! 0(00 0(000(00 -!(2*E-02
- 4(00 -(!0 -2(#!0E-0! 0(00 0(000(00 (/E-0!
- 2 LL2
- 0(00 -!( -!(70E-0! 0(00 0(000(00 -!(2/4E-0!
- 2(00 -!( -!(70E-0! 0(00 0(000(00 2(2!E-0!
- 4(00 -!( -!(70E-0! 0(00 0(000(00 (7!E-0!
- 2 LL*
- 0(00 -/(40E-0! -!(!07E-0! 0(00 0(000(00 -4(#4E-0!
- 2(00 -/(40E-0! -!(!07E-0! 0(00 0(000(00 -2(*/0E-0!
- 4(00 -/(40E-0! -!(!07E-0! 0(00 0(000(00 -!(70E-02
- 2 &L
- 0(00 (##!E-0! 4(!E-0! 0(00 0(000(00 7(0*E-0!
- 2(00 (##!E-0! 4(!E-0! 0(00 0(000(00 -2(!70E-0!
- 4(00 (##!E-0! 4(!E-0! 0(00 0(000(00 -!(!4
- 2 C%1B!
- 0(00 -2( -!(2 0(00 0(000(00 -2(/
- 2(00 -2(* -!(2 0(00 0(000(00 -(42*E-02
- 4(00 -24(7! -!(2 0(00 0(000(00 2(47
- 2 C%1B2
- 0(00 -20(// -!(0/ 0(00 0(000(00 -!(/*
- 2(00 -!#(# -!(0/ 0(00 0(000(00 *(22E-0!
- 4(00 -!#(0* -!(0/ 0(00 0(000(00 2(4/
- 2 C%1B*
- 0(00 -!#(7* -#(740E-0! 0(00 0(000(00 -2(*
- 2(00 -!/(/! -#(740E-0! 0(00 0(000(00 -4(0#!E-0!
- 4(00 -!7(/# -#(740E-0! 0(00 0(00
0(00 !(4- 2 C%1B4
- 0(00 -22(*7 -*(4#4E-0! 0(00 0(000(00 -!(0#
- 2(00 -2!(4 -*(4#4E-0! 0(00 0(000(00 -*(#!7E-0!
- 4(00 -20(* -*(4#4E-0! 0(00 0(000(00 *(070E-0!
- 2 C%1B
- 0(00 -!/(/2 -2(***E-0! 0(00 0(000(00 -(20E-0!
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- 2(00 -!7(#0 -2(***E-0! 0(00 0(000(00 -!(40E-0!
- 4(00 -!(#/ -2(***E-0! 0(00 0(000(00 *(!27E-0!
- 2 C%1B
- 0(00 -!/(!! -!(#0E-0! 0(00 0(000(00 -#(!E-0!
- 2(00 -!7(!# -!(#0E-0! 0(00 0(000(00 -(!*E-0!
- 4(00 -!(27 -!(#0E-0! 0(00 0(000(00 -2(7E-0!
-
- * DL
- 0(00 -/(2 -(*/*E-0! 0(00 0(000(00 -!(!4
- 2(00 -7(4/ -(*/*E-0! 0(00 0(000(00 -(244E-02
- 4(00 -(7! -(*/*E-0! 0(00 0(000(00 !(0!
- * LL!
- 0(00 -2(# -2(#2E-0! 0(00 0(000(00 -(**E-0!
- 2(00 -2(# -2(#2E-0! 0(00 0(000(00 2(0/E-0*
- 4(00 -2(# -2(#2E-0! 0(00 0(000(00 (404E-0!
- * LL2
- 0(00 -2(7E-0! -#(70#E-02 0(00 0(000(00 -(!00E-0!
- 2(00 -2(7E-0! -#(70#E-02 0(00 0(000(00 -*(!/E-0!
- 4(00 -2(7E-0! -#(70#E-02 0(00 0(000(00 -!(2!7E-0!
- * LL*
- 0(00 -/(#72E-0! -!(!2E-0! 0(00 0(000(00 -/(!*4E-0*
- 2(00 -/(#72E-0! -!(!2E-0! 0(00 0(000(00 *(!42E-0!
- 4(00 -/(#72E-0! -!(!2E-0! 0(00 0(000(00 (*E-0!
- * &L
- 0(00 2(0#E-0! !(2*0E-0! 0(00 0(000(00 -(07/E-0*
- 2(00 2(0#E-0! !(2*0E-0! 0(00 0(000(00 -2(2!E-0!
- 4(00 2(0#E-0! !(2*0E-0! 0(00 0(000(00 -4(#/!E-0!
- * C%1B!
- 0(00 -!4(04 -!(0/ 0(00 0(000(00 -2(2*
- 2(00 -!*(!2 -!(0/ 0(00 0(000(00 -7(!2E-02
- 4(00 -!2(20 -!(0/ 0(00 0(000(00 2(0/
- * C%1B2
- 0(00 -!0(*2 -/(0!4E-0! 0(00 0(000(00 -2(!/
- 2(00 -#(40 -/(0!4E-0! 0(00 0(000(00 -(/0*E-0!
- 4(00 -/(4/ -/(0!4E-0! 0(00 0(00
0(00 !(02- * C%1B*
- 0(00 -!!(** -#(0*#E-0! 0(00 0(000(00 -!(*/
- 2(00 -!0(4! -#(0*#E-0! 0(00 0(000(00 4(27/E-0!
- 4(00 -#(4# -#(0*#E-0! 0(00 0(000(00 2(24
- * C%1B4
- 0(00 -!2(! -7(!/4E-0! 0(00 0(000(00 -!(#!
- 2(00 -!!(2* -7(!/4E-0! 0(00 0(000(00 -4(72E-0!
- 4(00 -!0(*! -7(!/4E-0! 0(00 0(000(00 #(0E-0!
- * C%1B
- 0(00 -#(/* -(4*E-0! 0(00 0(00
0(00 -!(/#- 2(00 -/(#! -(4*E-0! 0(00 0(00
0(00 -7(#4!E-0!
- 4(00 -7(#/ -(4*E-0! 0(00 0(000(00 2(#/E-0!
- * C%1B
- 0(00 -!0(4 -(!04E-0! 0(00 0(000(00 -!(*/
- 2(00 -#(4 -(!04E-0! 0(00 0(000(00 -!(40E-0!
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- 4(00 -/(2 -(!04E-0! 0(00 0(000(00 !(0
-
- 4 DL
- 0(00 -(*/*E-0! -2(4# 0(00 0(000(00 -2(0/
- !(!* -(*/*E-0! -!(* 0(00 0(000(00 *(20E-0!
- 2(2 -(*/*E-0! !(!4E-02 0(00 0(000(00 !(*0
- *(*/ -(*/*E-0! !(7 0(00 0(000(00 2(/4!E-0!
- 4(0 -(*/*E-0! 2(2 0(00 0(000(00 -2(!
- 4 LL!
- 0(00 -2(#2E-0! -/(#4!E-0! 0(00 0(000(00 -7(74/E-0!
- !(!* -2(#2E-0! -(*E-0! 0(00 0(000(00 !(4E-0!
- 2(2 -2(#2E-0! !(7!#E-02 0(00 0(000(00 (*4E-0!
- *(*/ -2(#2E-0! 7(00E-0! 0(00 0(000(00 !(0#E-0!
- 4(0 -2(#2E-0! #(2/4E-0! 0(00 0(000(00 -/(2!E-0!
- 4 LL2
- 0(00 -#(70#E-02 !(7E-02 0(00 0(000(00 -!(!27E-0!
- !(!* -#(70#E-02 !(7E-02 0(00 0(000(00 -!(*02E-0!
- 2(2 -#(70#E-02 !(7E-02 0(00 0(000(00 -!(477E-0!
- *(*/ -#(70#E-02 !(7E-02 0(00 0(000(00 -!(*E-0!
- 4(0 -#(70#E-02 !(7E-02 0(00 0(000(00 -!(/2/E-0!
- 4 LL*
- 0(00 -!(!2E-0! -/(#72E-0! 0(00 0(000(00 -(*E-0!
- !(!* -!(!2E-0! -(#4E-0! 0(00 0(000(00 2(/74E-0!
- 2(2 -!(!2E-0! !(40E-02 0(00 0(000(00 (#/7E-0!
- *(*/ -!(!2E-0! (#7E-0! 0(00 0(000(00 2(7E-0!
- 4(0 -!(!2E-0! #(2*E-0! 0(00 0(000(00 -(##/E-0!
- 4 &L
- 0(00 -4(00E-0! 2(0#E-0! 0(00 0(000(00 4(#/!E-0!
- !(!* -4(00E-0! 2(0#E-0! 0(00 0(000(00 2(24E-0!
- 2(2 -4(00E-0! 2(0#E-0! 0(00 0(000(00 2(7E-02
- *(*/ -4(00E-0! 2(0#E-0! 0(00 0(000(00 -2(0/#E-0!
- 4(0 -4(00E-0! 2(0#E-0! 0(00 0(000(00 -4(44E-0!
- 4 C%1B!
- 0(00 -!(0/ -4(42 0(00 0(00
0(00 -*(7*- !(!* -!(0/ -*(0* 0(00 0(00
0(00 (!7E-0!
- 2(2 -!(0/ 4(/7E-02 0(00 0(000(00 2(4
- *(*/ -!(0/ *(!2 0(00 0(000(00 (!20E-0!
- 4(0 -!(0/ 4(2 0(00 0(000(00 -*(#4
- 4 C%1B2
- 0(00 -/(0!4E-0! -2(#7 0(00 0(000(00 -2(7
- !(!* -/(0!4E-0! -!(#4 0(00 0(000(00 !(72E-0!
- 2(2 -/(0!4E-0! 4(42/E-02 0(00 0(000(00 !(**
- *(*/ -/(0!4E-0! 2(02 0(00 0(00
0(00 7(E-02- 4(0 -/(0!4E-0! *(0 0(00 0(00
0(00 -2(/7
- 4 C%1B*
- 0(00 -#(0*#E-0! -4(4* 0(00 0(000(00 -*(!
- !(!* -#(0*#E-0! -*(0* 0(00 0(000(00 /(44*E-0!
- 2(2 -#(0*#E-0! 4(!/E-02 0(00 0(000(00 2(/
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- *(*/ -#(0*#E-0! *(!2 0(00 0(000(00 7(02E-0!
- 4(0 -#(0*#E-0! 4(! 0(00 0(000(00 -*(70
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