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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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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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    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

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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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    ;

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    --

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    -

    ; Sket!a Pen8e(aran Be(an 'a,a Lanta&

    -

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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!

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    - * LL2

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    - * LL*

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    - * &L

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    - * C%1B!

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    - * C%1B2

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    - * C%1B4

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    107/128

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

    -

    - 4 DL

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    108/128

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