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DAFTAR TABEL

Tabel 2.1 Tebal minimum selimut beton yang disyaratkan.............................. 6

Tabel 2.2 Tebal minimum pelat dan balok........................................................ 16

Tabel 2.3 Tebal minimum balok Non-pratekan atau pelat satu arah bila

lendutan tidak dihitung ................................................................... 25

Tabel 2.4 Faktor keamanan yang disarankan.................................................... 48

Tabel 4.1 imensi balok .................................................................................. 6!

Tabel 4.2 Tulangan plat .................................................................................... "1

Tabel 4.3 #aya dalam momen tangga .............................................................. "$

Tabel 4.3 #aya dalam momen tangga yang kritis ............................................ "8

Tabel 4.5 Faktor keutamaan ............................................................................. 1!4

Tabel 4.6 %enis-&enis Tanah............................................................................... 1!5

Tabel 4.$ 'odal load parti(ipation ratios......................................................... 1!$

Tabel 4.8 'odal periods and )re*uen(ies ........................................................ 1!8

Tabel 4." istribusi de)or+masi dan gaya , gaya dalam portal yang kritis

pada kolom........................................................................................ 112

Tabel 4.1! istribusi de)or+masi dan gaya , gaya dalam portal yang kritis

pada balok......................................................................................... 113

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Tabel 4.11 esign balok tengah 3! 6! (m tipe 1....................................... 116

Tabel 4.12 esign balok tepi 3! 6! (m tipe 1............................................ 118

Tabel 4.12.esign balok tengah 3! 55 (m tipe 2.......................................... 12!

Tabel 4.14.esign balok tepi 3! 55 (m tipe 2............................................... 122

Tabel 4.15 esign balok 25 5! (m tipe 3................................................. 124

Tabel 4.16 esign balok 25 4! (m tipe 4.................................................. 126

Tabel 4.1$.esign /olom 6! 6! /1................................................................ 12$

Tabel 4.18.esign /olom 55 55 /2................................................................ 128

Tabel 4.1".esign /olom 4! 3! /3................................................................ 12"

Tabel 4.2!.esign /olom 35 35 /4................................................................ 12"

Tabel 4.21.esign /olom 3! 3! /5................................................................ 13!

Tabel 4.22.0erhitungan &umlah kebutuhan tiang pan(ang.................................. 133

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