TEKNIK SIPIL 10UNIVERSITAS TADULAKO ZULFIKAR / F 111 10
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111 10 008struktur beton
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d! , d! ,TEKNIK SIPIL 10UNIVERSITAS TADULAKO ZULFIKAR / F 111 10
008struktur beton
bertulang.........................................................................................................................................................TEKNIK
SIPIL 10UNIVERSITAS TADULAKO ZULFIKAR / F 111 10 008struktur beton
bertulangGambar 1. Spektrum respon gempa (Sumber:
SNI-1726-2002)Tabel 1. Koefisien pembatas waktu getar alami
struktur gedung Wilayah Gempa 1 0,202 0,193 0,184 0,175 0,166
0,15(Sumber: SNI-1726-2002)Tabel 2. Faktor Keutamaan (! untuk
berbagai Kategori Gedung dan "angunanKategori
gedungFaktorKeutamaan
1
2IGedung umum seperti untuk penghunian, perniagaan dan
perkantoran1,0 1,0 1,0Monumen dan banunan monumen!a". 1,0 1,6
1,6#edun $en!%n $a&'a em$a &e$e(!% (uma) &a*%!,
%n&!a"a&% a%( be(&%), $emban*%! !enaa "%&!(%*,
$u&a! $en+e"ama!an da"a *eadaan da(u(a!, ,a&%"%!a&
(ad%o dan !e"e-%&%.1,4 1,0 1,4#edun un!u* men+%m$an ba)an
be(ba)a+a &e$e(!% a&, $(odu* m%n+a* bum%, a&am, ba)an
be(a'un.1,6 1,0 1,6.e(obon, !an*% d% a!a& mena(a. 1,5 1,0
1,5(Sumber: SNI-1726-2002 )Tabel #. $arameter %aktilitas Struktur
GedungTaraf kiner&a struktur gedung ' (/"a&!%* $enu) 1,0
1,6TEKNIK SIPIL 10UNIVERSITAS TADULAKO ZULFIKAR / F 111 10
008struktur beton bertulangDaktail
parsial1,52,02,53,03,54,04,55,02,43,24,04,85,66,47,28,00a*!a%"
$enu) 5,3 8,5(Sumber: SNI-1726-2002 ).Gambar 2.). $eta wilayah
gempa di ndonesia(Sumber: SNI-1726-2002)TEKNIK SIPIL 10UNIVERSITAS
TADULAKO ZULFIKAR / F 111 10 008struktur beton bertulangGambar 2.
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10UNIVERSITAS TADULAKO ZULFIKAR / F 111 10 008struktur beton
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ZULFIKAR / F 111 10 008struktur beton bertulang4arak bersih
tulangan pokok,m%n%mum )a(u& d%amb%"n%"a% !e(*e'%" da(% !%a
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ba"o*.:edan*an $e"a!&a!u a(a) +an mene(%ma beban !e($u&a!
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menena% $e"a! &a!u a(a) Bua be("a*u un!u* $e"a! +an *eem$a!
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denan2,5011!#%!$ 2,&0)TEKNIK SIPIL 10UNIVERSITAS TADULAKO
ZULFIKAR / F 111 10 008struktur beton bertulang$eren5anaan
Kekuatan2e"a! &a!u a(a) umumn+a mene(%ma momen "en!u( 1Mu5 dan
a+a e&e( "en!u( 1
