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2003}\b0 \par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-440\slmult0 \fs36\cf0\f0\charscalex100 {STANDAR NASIONAL INDONESIA}\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-386\slmult0 \fs32\cf0\f0\charscalex100\b {Tata Cara}\b0 \par\pard\li0\ri0\sl-373\slmult0 \fs32\cf0\f0\charscalex100\b {Perencanaan Ketahanaan Gempa}\b0 \par\pard\li573\ri0\sl-360\slmult0 \fs32\cf0\f0\charscalex100\b {untuk Bangunan Gedung}\b0 \par\pard\li1320\ri0\sl-373\slmult0 \fs32\cf0\f0\charscalex100\b {(Beta Version)}\b0 \par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li986\ri0\sl-453\slmult0 \fs32\cf0\f0\charscalex100\b {Bandung, Juli 2003}\b0 \par\pard\sect\sectd\sbkpage\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\margtsxn666\margbsxn253\cols2\colno1\colw8200\colsr-0\colno2\colw2893\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-453\slmult0 \*\tx1466\fs24\cf0\f0\charscalex100\b {1}\b0 \tab \fs24\cf0\f0\charscalex100\b {Ruang lingkup}\b0 \par\column\pard\li0\ri0\sl-293\slmult0 \fs20\cf0\f1\charscalex100 {SNI 03-1726-2003}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-306\slmult0 \*\tx1613\fs24\cf0\f0\charscalex100 {1.1}\tab \fs24\cf0\f0\charscalex100 {Standar ini dimaksudkan sebagai pengga}\fs24\cf0\f0\charscalex100 {nti Standar Nasional Indonesia SNI 03-}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {1726-1989 dan untuk selanjutnya menjadi persyaratan minimum perencanaan}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {ketahanan gempa untuk struktur banguna}\fs22\cf0\f0\charscalex100 {n gedung, kecuali untuk struktur bangunan}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {gedung yang ditentukan dalam Pasal 1.2. Pe}\fs22\cf0\f0\charscalex100 {nggunaan ketentuan-ketentuan dari}\par\pard\li1613\ri0\sl-266\slmult0 \fs22\cf0\f0\charscalex100 {Standar yang lain diluar Standar ini dapa}\fs22\cf0\f0\charscalex100 {t diijinkan selama hal ini dilakukan secara}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {rasional dan konsisten serta tidak menghasilkan perencanaan yang lebih ringan}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {daripada yang dipersyaratkan oleh St}\fs22\cf0\f0\charscalex100 {andar ini. Standar ini berlaku sejak}\par\pard\li1613\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {diundangkannya pada \uc1\u8230X}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1613\fs22\cf0\f0\charscalex100 {1.2}\tab \fs22\cf0\f0\charscalex100 {Syarat-syarat perencanaan struktur }\fs22\cf0\f0\charscalex100 {bangunan gedung tahan gempa yang ditetapkan}\par\pard\li1613\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dalam Standar ini tidak berlaku untuk bangunan sebagai berikut:}\par\pard\li1600\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Gedung dengan sistem struktur yang tidak}\fs22\cf0\f0\charscalex100 { umum atau yang masih memerlukan}\par\pard\li1600\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pembuktian tentang kelayakannya.}\par\pard\li1600\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Gedung dengan sistem isolasi landasan (}\fs22\cf0\f0\charscalex100\i {base isolation}\i0 \fs22\cf0\f0\charscalex100 {) untuk meredam pengaruh}\par\pard\li1600\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {gempa terhadap struktur atas.}\par\pard\li1600\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Bangunan Teknik Sipil seperti jembata}\fs22\cf0\f0\charscalex100 {n, bangunan air, dinding dan dermaga}\par\pard\li1600\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pelabuhan, anjungan lepas pantai dan bangunan non-gedung lainnya.}\par\pard\li1600\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Rumah tinggal satu tingkat dan gedung-gedung non-teknis lainnya.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1613\fs22\cf0\f0\charscalex100 {1.3}\tab \fs22\cf0\f0\charscalex100 {Standar ini bertujuan agar ketahanan }\fs22\cf0\f0\charscalex100 {gempa suatu struktur bangunan gedung dapat}\par\pard\li1613\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {berfungsi:}\par\pard\li1600\ri0\sl-280\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {-}\tab \fs24\cf0\f0\charscalex100 {membatasi kerusakan gedung akibat }\fs24\cf0\f0\charscalex100 {beban Gempa Sedang sesuai dengan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {ketentuan Pasal 4.1.3 sehingga masih dapat diperbaiki secara ekonomis;}\par\pard\li1600\ri0\sl-280\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {-}\tab \fs24\cf0\f0\charscalex100 {menghindari terjadinya korban jiwa manus}\fs24\cf0\f0\charscalex100 {ia oleh runtuhnya gedung akibat beban}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Gempa Kuat sesuai dengan ketentuan Pasal 4.1.4;}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1613\fs22\cf0\f0\charscalex100 {1.4}\tab \fs22\cf0\f0\charscalex100 {Standar ini berlaku bagi semua st}\fs22\cf0\f0\charscalex100 {ruktur bangunan gedung yang ijin penggunaan}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {gedungnya diterbitkan setelah berlakunya Standar ini sesuai Pasal 1.1. Bagi semua}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {struktur bangunan gedung yang ijin penggunaannya diterbitkan sebelum berlakunya}\par\pard\li1613\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Standar ini seperti tercantum pada Pasal 1.1 maka Faktor Keutamaan}{ }\fs24\cf0\f0\charscalex100\i {I}\i0 \fs24\cf0\f0\charscalex100 { pada Pasal}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {4.2 dapat dikalikan 80% dan ketentuan-kete}\fs22\cf0\f0\charscalex100 {ntuan lainnya dalam Standar ini tetap}\par\pard\li1613\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {berlaku. Keabsahan dari surat ijin }\fs22\cf0\f0\charscalex100 {penggunaan bangunan harus sesuai dengan}\par\pard\li1613\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {perundang-undangan dan ketentuan-ketentuan lainnya yang berlaku.}\par\pard\li1040\ri0\sl-480\slmult0 \*\tx1466\fs24\cf0\f0\charscalex100\b {2}\b0 \tab \fs24\cf0\f0\charscalex100\b {Rujukan}\b0 \par\pard\li1600\ri0\sl-400\slmult0 \fs24\cf0\f0\charscalex100 {Standar ini berhubungan dengan ketentuan-ketetuan pada Standar lainnya berikut ini:}\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-360\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {\uc1\u8722X}\tab \fs24\cf0\f0\charscalex100 {Peraturan Pembebanan Indonesia untuk Gedung, 1983, atau penggantinya;}\par\pard\li1600\ri0\sl-293\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {\uc1\u8722X}\tab \fs24\cf0\f0\charscalex100 {SNI 03-2847-2002 Tata Cara Perhitunga}\fs24\cf0\f0\charscalex100 {n Struktur Beton Untuk Bangunan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Gedung, atau penggantinya;}\par\pard\li1600\ri0\sl-293\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {\uc1\u8722X}\tab \fs24\cf0\f0\charscalex100 {SNI 03-1729-2000 Tata Cara Perencan}\fs24\cf0\f0\charscalex100 {aan Struktur Baja untuk Bangunan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Gedung, atau penggantinya;}\par\pard\li1600\ri0\sl-293\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {\uc1\u8722X}\tab \fs24\cf0\f0\charscalex100 {Peraturan Konstruksi Kayu Indonesia, NI-5, PKKI 1961, atau penggantinya;}\par\pard\li4760\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4760\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4760\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4760\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4760\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4760\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4760\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4760\ri0\sl-266\slmult0 \fs20\cf0\f0\charscalex100 {Provisi 1 of 34}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\sect\sectd\sbkpage\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\margtsxn666\margbsxn253\cols2\colno1\colw8200\colsr-0\colno2\colw2893\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-306\slmult0 \fs24\cf0\f0\charscalex100 {Standar ini juga merujuk pada rujukan-rujukan lainnya berikut ini:}\par\column\pard\li0\ri0\sl-293\slmult0 \fs20\cf0\f1\charscalex100 {SNI 03-1726-2003}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\li1600\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1600\ri0\sl-373\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {\uc1\u8722X}\tab \fs24\cf0\f0\charscalex100 {Pedoman Perencanaan Ketahanan }\fs24\cf0\f0\charscalex100 {Gempa untuk Rumah dan Gedung, SKBI-}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {1.3.53, 1987;}\par\pard\li1600\ri0\sl-293\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {\uc1\u8722X}\tab \fs24\cf0\f0\charscalex100 {UBC 1997, Volume 2, Division IV,}{ }\fs24\cf0\f0\charscalex100\i {Earthquake Design}\i0 \fs24\cf0\f0\charscalex100 {, ICBO, 1997.}\par\pard\li1600\ri0\sl-293\slmult0 \*\tx1880\*\tx3533\fs22\cf0\f0\charscalex100 {\uc1\u8722X}\tab \fs22\cf0\f0\charscalex100 {NEHRP 1997,}\tab \fs22\cf0\f0\charscalex100\i {Recommended Provisions for Seismic Regulations for New}\i0 \par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {Buildings and Other Structures}\i0 \fs24\cf0\f0\charscalex100 {, Part 1: Provisons a}\fs24\cf0\f0\charscalex100 {nd Part 2: Commentary,}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {FEMA 302, 1998.}\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-333\slmult0 \*\tx1466\fs24\cf0\f0\charscalex100\b {3}\b0 \tab \fs24\cf0\f0\charscalex100\b {Istilah dan notasi}\b0 \par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-306\slmult0 \*\tx1613\fs24\cf0\f0\charscalex100 {3.1}\tab \fs24\cf0\f0\charscalex100 {Istilah}\par\pard\li1600\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Kecuali tidak sesuai atau tidak ad}\fs24\cf0\f0\charscalex100 {a hubungannya dengan yang ditetapkan dalam }\par\pard\li1600\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Standar ini, maka dalam Standar ini berlaku beberapa pengertian sebagai berikut:}\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-306\slmult0 \*\tx1746\fs24\cf0\f0\charscalex100 {3.1.1}\tab \fs24\cf0\f0\charscalex100 {Analisis}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.1.1}\tab \fs24\cf0\f0\charscalex100 {Analisis beban dorong statik pada struktur bangunan gedung }\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Suatu cara analisis statik dua dimensi atau tiga dimensi linier dan non-linier, di}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {mana pengaruh Gempa Rencana sesuai }\fs24\cf0\f0\charscalex100 {dengan ketentuan Pasal 4.1.1 terhadap}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur bangunan gedung dianggap sebaga}\fs24\cf0\f0\charscalex100 {i beban-beban statik yang menangkap}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pada pusat massa masing-masing lantai}\fs24\cf0\f0\charscalex100 {, yang nilainya ditingkatkan secara}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {berangsur-angsur sampai melampaui pembebanan yang menyebabkan terjadinya}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pelelehan (sendi plastis) pertama di }\fs24\cf0\f0\charscalex100 {dalam struktur bangunan gedung, kemudian}\par\pard\li1880\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {dengan peningkatan beban lebih lanjut me}\fs24\cf0\f0\charscalex100 {ngalami perubahan bentuk pasca-elastik}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {yang besar sampai mencapai kondisi plastik.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.1.2}\tab \fs24\cf0\f0\charscalex100 {Analisis beban gempa statik ekuivalen pada struktur bangunan gedung beraturan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Suatu cara analisis statik tiga dimensi linier dengan meninjau beban-beban gempa}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {statik ekuivalen, sehubungan dengan sifa}\fs24\cf0\f0\charscalex100 {t struktur bangunan gedung beraturan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {yang praktis berperilaku sebagai strukt}\fs24\cf0\f0\charscalex100 {ur dua dimensi, sehingga respons}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dinamiknya praktis hanya ditentukan oleh}\fs24\cf0\f0\charscalex100 { respons ragam yang pertama dan dapat}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {ditampilkan sebagai akibat dari beban gempa statik ekuivalen.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.1.3}\tab \fs24\cf0\f0\charscalex100 {Analisis beban gempa statik ekuivalen pada struktur bangunan gedung tidak}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {beraturan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Suatu cara analisis statik tiga dimensi linier dengan meninjau beban-beban gempa}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {statik ekuivalen yang telah dijabarkan dari pembagian gaya geser tingkat}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {maksimum dinamik sepanjang tinggi}\fs24\cf0\f0\charscalex100 { struktur bangunan gedung yang telah}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {diperoleh dari hasil analisis respons dinamik elastik linier tiga dimensi.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.1.4}\tab \fs24\cf0\f0\charscalex100 {Analisis perambatan gelombang}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Suatu analisis untuk menentukan pembesaran gelombang gempa yang merambat}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dari kedalaman batuan dasar ke muka ta}\fs24\cf0\f0\charscalex100 {nah, dengan data tanah di atas batuan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dasar dan gerakan gempa masukan pada kedalaman batuan dasar sebagai data}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {masukannya.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.1.5}\tab \fs24\cf0\f0\charscalex100 {Analisis ragam spektrum respons}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Suatu cara analisis untuk menentukan respons dinamik struktur bangunan gedung}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {tiga dimensi yang berperilaku elastik terhadap pengaruh suatu gempa melalui}\par\pard\li4760\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li4760\ri0\sl-280\slmult0 \fs20\cf0\f0\charscalex100 {Provisi 2 of 34}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\sect\sectd\sbkpage\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\margtsxn666\margbsxn253\pard\li8200\ri0\sl-293\slmult0 \fs20\cf0\f1\charscalex100 {SNI 03-1726-2003}\par\pard\li1880\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1880\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1880\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1880\ri0\sl-386\slmult0 \fs22\cf0\f0\charscalex100 {suatu metoda analisis yang dikenal dengan analisis ragam spektrum respons, di}\par\pard\li1880\ri0\sl-266\slmult0 \fs22\cf0\f0\charscalex100 {mana respons dinamik total struktur }\fs22\cf0\f0\charscalex100 {bangunan gedung tersebut didapat sebagai}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {superposisi dari respons dinamik maksimum masing-masing ragamnya yang}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {didapat melalui spektrum respons Gempa Rencana.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.1.6}\tab \fs24\cf0\f0\charscalex100 {Analisis respons dinamik riwayat waktu linier}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Suatu cara analisis untuk menentukan riwa}\fs22\cf0\f0\charscalex100 {yat waktu respons dinamik struktur}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {bangunan gedung tiga dimensi yang berperila}\fs22\cf0\f0\charscalex100 {ku elastik pada taraf pembebanan}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Gempa Nominal sebagai data masukan, di mana respons dinamik dalam setiap}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {interval waktu dihitung dengan metoda integrasi langsung atau dapat juga melalui}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {metoda analisis ragam. }\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.1.7}\tab \fs24\cf0\f0\charscalex100 {Analisis respons dinamik riwayat waktu non-linier}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Suatu cara analisis untuk menentukan riwa}\fs22\cf0\f0\charscalex100 {yat waktu respons dinamik struktur}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {bangunan gedung tiga dimensi yang berperilaku elastik (linier) maupun pasca-}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {elastik (non-linier) terhadap gerakan tanah akibat Gempa Rencana sebagai data}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {masukan, di mana respons dinamik dala}\fs22\cf0\f0\charscalex100 {m setiap interval waktu dihitung dengan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {metoda integrasi langsung.}\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-306\slmult0 \*\tx1746\fs24\cf0\f0\charscalex100 {3.1.2}\tab \fs24\cf0\f0\charscalex100 {Daktilitas}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.2.1}\tab \fs24\cf0\f0\charscalex100 {Daktilitas}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Kemampuan suatu struktur bangunan ge}\fs22\cf0\f0\charscalex100 {dung untuk mengalami simpangan pasca-}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {elastik yang besar secara berulang kali dan }\fs22\cf0\f0\charscalex100 {siklik akibat beban gempa di atas}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {beban gempa yang menyebabkan terjadinya pelelehan pertama, sambil}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {mempertahankan kekuatan dan kekakuan }\fs22\cf0\f0\charscalex100 {yang cukup, sehingga struktur bangunan}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {gedung tersebut tetap berdiri, walaupun sudah berada dalam kondisi plastik.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.2.2}\tab \fs24\cf0\f0\charscalex100 {Faktor daktilitas}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Rasio antara simpangan maksimum str}\fs22\cf0\f0\charscalex100 {uktur bangunan gedung pada saat mencapai}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {kondisi plastik terhadap simpangan struktur bangunan gedung pada saat terjadinya}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pelelehan pertama.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.2.3}\tab \fs24\cf0\f0\charscalex100 {Daktail penuh}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Suatu tingkat daktilitas struktur banguna}\fs22\cf0\f0\charscalex100 {n gedung, di mana strukturnya mampu}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {mengalami simpangan plastik yang besar, yaitu dengan mencapai nilai faktor}\par\pard\li1880\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {daktilitas sebesar 5,20.}\par\pard\li1040\ri0\sl-400\slmult0 \*\tx1880\fs24\cf0\f0\charscalex100 {3.1.2.4}\tab \fs24\cf0\f0\charscalex100 {Daktail parsial}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Seluruh tingkat daktilitas struktur bangunan gedung dengan nilai faktor daktilitas}\par\pard\li1880\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {di antara struktur bangunan gedung ya}\fs22\cf0\f0\charscalex100 {ng elastik dan struktur bangunan gedung}\par\pard\li1880\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {yang daktail penuh.}\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-466\slmult0 \*\tx1613\fs24\cf0\f0\charscalex100 {3.2}\tab \fs24\cf0\f0\charscalex100 {Notasi}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\cols2\colno1\colw2453\colsr-0\colno2\colw8640\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {A}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-360\slmult0 \fs24\cf0\f0\charscalex100\i {A}\i0 {\sub \fs16\cf0\f0\charscalex100\i {m}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {A}\i0 {\sub \fs16\cf0\f0\charscalex100\i {o}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-413\slmult0 \fs24\cf0\f0\charscalex100\i {A}\i0 {\sub \fs16\cf0\f0\charscalex100\i {r}\i0 }\par\column\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Percepatan puncak Gempa Nominal sebagai gempa masukan untuk}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {analisis respons dinamik linier riwayat waktu struktur bangunan gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Spektrum percepatan maksimum atau Faktor Respons Gempa}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {maksimum pada spektrum respons Gempa Rencana.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Percepatan puncak muka tanah ak}\fs24\cf0\f0\charscalex100 {ibat pengaruh Gempa Rencana yang}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {bergantung pada Wilayah Gempa dan jenis tanah tempat struktur}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {bangunan gedung berada.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Pembilang dalam persamaan hiperbola Faktor Respons Gempa}{ }\fs24\cf0\f0\charscalex100\i {C}\i0 \fs24\cf0\f0\charscalex100 { pada}\par\pard\li2306\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2306\ri0\sl-253\slmult0 \fs20\cf0\f0\charscalex100 {Provisi 3 of 34}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\sect\sectd\sbkpage\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\margtsxn666\margbsxn253\cols2\colno1\colw8200\colsr-0\colno2\colw2893\pard\li2453\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2453\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2453\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2453\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2453\ri0\sl-466\slmult0 \fs24\cf0\f0\charscalex100 {spektrum respons Gempa Rencana.}\par\column\pard\li0\ri0\sl-293\slmult0 \fs20\cf0\f1\charscalex100 {SNI 03-1726-2003}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\cols2\colno1\colw2453\colsr-0\colno2\colw8640\pard\li1373\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100\i { b }\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-413\slmult0 \fs24\cf0\f0\charscalex100\i {c}\i0 \par\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {C}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-426\slmult0 \fs24\cf0\f0\charscalex100\i {C}\i0 {\sub \fs16\cf0\f0\charscalex100\i {v}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-413\slmult0 \fs24\cf0\f0\charscalex100\i {C}\i0 {\sub \fs16\cf0\f0\charscalex100 {1}}\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-400\slmult0 \fs24\cf0\f0\charscalex100\i {d}\i0 \par\pard\li1373\ri0\sl-293\slmult0 \fs24\cf0\f0\charscalex100\i {d}\i0 {\sub \fs16\cf0\f0\charscalex100\i {i}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-400\slmult0 \fs24\cf0\f0\charscalex100\i {e}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {e}\i0 \fs16\cf0\f0\charscalex100\i {d}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {E}\i0 \fs16\cf0\f0\charscalex100\i {c}\i0 \par\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {E}\i0 \fs16\cf0\f0\charscalex100\i {n}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {E}\i0 \fs16\cf0\f0\charscalex100\i {s}\i0 \par\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {f}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-333\slmult0 \fs24\cf0\f0\charscalex100\i {f}\i0 \fs16\cf0\f0\charscalex100 {1}\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-480\slmult0 \fs24\cf0\f0\charscalex100\i {F}\i0 {\sub \fs16\cf0\f0\charscalex100\i {b}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-413\slmult0 \fs24\cf0\f0\charscalex100\i {F}\i0 {\sub \fs16\cf0\f0\charscalex100\i {i}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {F}\i0 {\sub \fs16\cf0\f0\charscalex100\i {p}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-400\slmult0 \fs24\cf0\f0\charscalex100\i {g}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {i}\i0 \par\column\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Ukuran horisontal terbesar denah }\fs24\cf0\f0\charscalex100 {struktur bangunan gedung pada lantai}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {tingkat yang ditinjau, diukur tegak lurus pada arah pembebanan gempa;}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dalam subskrip menunjukkan struktur bawah.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Dalam subskrip menunjukkan besaran beton.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor Respons Gempa dinyatakan }\fs24\cf0\f0\charscalex100 {dalam percepatan gravitasi yang}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {nilainya bergantung pada waktu getar alami struktur bangunan gedung}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dan kurvanya ditampilkan dalam spektrum respons Gempa Rencana.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor Respons Gempa vertikal untuk mendapatkan beban gempa}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {vertikal nominal statik ekuivale}\fs24\cf0\f0\charscalex100 {n pada unsur struktur bangunan gedung}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {yang memiliki kepekaan yang tinggi terhadap beban gravitasi.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Nilai Faktor Respons Gempa yang didapat dari spektrum respons Gempa}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Rencana untuk waktu getar alami f}\fs24\cf0\f0\charscalex100 {undamental dari struktur bangunan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Dalam subskrip menunjukkan besaran desain atau dinding geser.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Simpangan horisontal lantai tingkat-}\fs24\cf0\f0\charscalex100\i {i}\i0 \fs24\cf0\f0\charscalex100 { dari hasil analisis 3 dimensi}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur bangunan gedung akibat beban }\fs24\cf0\f0\charscalex100 {Gempa Nominal statik ekuivalen}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {yang menangkap pada pusat massa pada taraf lantai-lantai tingkat.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Eksentrisitas teoritis antara pusat massa dan pusat rotasi lantai tingkat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur bangunan gedung; dalam subskrip menunjukkan kondisi elastik.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Eksentrisitas rencana antara pusat massa dan pusat rotasi lantai tingkat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur bangunan gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Modulus elastisitas beton.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Beban Gempa Nominal yang nilainya ditentukan oleh besarnya}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {probabilitas beban itu dilampaui dalam }\fs24\cf0\f0\charscalex100 {kurun waktu tertentu, oleh faktor}\par\pard\li0\ri0\sl-306\slmult0 \fs24\cf0\f0\charscalex100 {daktilitas struktur bangunan gedung}{ }\fs26\cf0\f0\charscalex100 {\uc1\u956X}\fs24\cf0\f0\charscalex100 { yang dimilikinya, dan oleh faktor}\par\pard\li0\ri0\sl-280\slmult0 \*\tx3266\fs24\cf0\f0\charscalex100 {tahanan lebih beban dan bahan}\tab \fs24\cf0\f0\charscalex100\i {f}\i0 {\sub \fs16\cf0\f0\charscalex100 {1}}\fs24\cf0\f0\charscalex100 { yang terkandung di dalam struktur}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {bangunan gedung tersebut.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Modulus elastisitas baja (= 200 GPa).}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor tahanan lebih total yang te}\fs24\cf0\f0\charscalex100 {rkandung di dalam struktur bangunan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {gedung secara keseluruhan, rasio antara beban gempa maksimum akibat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pengaruh Gempa Rencana yang dapat }\fs24\cf0\f0\charscalex100 {diserap oleh struktur bangunan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {gedung pada saat mencapai kondisi plastik terhadap beban Gempa}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Nominal.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor tahanan lebih beban dan bahan yang terkandung di dalam suatu}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur bangunan gedung akibat selalu adanya pembebanan dan dimensi}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {penampang serta tahanan bahan terpasang yang berlebihan dan nilainya}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {ditetapkan sekitar 1,6.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Beban gempa horisontal nominal statik}\fs24\cf0\f0\charscalex100 { ekuivalen akibat gaya inersia}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {sendiri yang menangkap pada pusat }\fs24\cf0\f0\charscalex100 {massa pada taraf masing-masing}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {lantai besmen struktur bawah gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Beban Gempa Nominal statik ekui}\fs24\cf0\f0\charscalex100 {valen yang menangkap pada pusat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {massa pada taraf lantai tingkat ke-}\fs24\cf0\f0\charscalex100\i {i}\i0 \fs24\cf0\f0\charscalex100 { struktur atas gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Beban Gempa Nominal statik ekuivalen yang menangkap pada titik}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {berat massa unsur sekunder, unsur arsitektur dan instalasi mesin dan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {listrik dalam arah gempa yang paling kritis.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Percepatan gravitasi; dalam subskrip menunjukkan momen guling.}\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100 {Dalam subskrip menunjukkan nomor la}\fs24\cf0\f0\charscalex100 {ntai tingkat atau nomor lapisan}\par\pard\li2306\ri0\sl-413\slmult0 \fs20\cf0\f0\charscalex100 {Provisi 4 of 34}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\sect\sectd\sbkpage{\shp{\*\shpinst\shpleft2080\shptop9026\shpright2266\shpbottom9026\shpfhdr0\shpwr3\shpwrk0\shpfblwtxt1\shplid2030\shpz0\shpbxpage\shpbypage{\sp{\sn shapeType}{\sv 0}}{\sp{\sn fFlipH}{\sv 0}}{\sp{\sn fFlipV}{\sv 0}}{\sp{\sn rotation}{\sv 0}}{\sp{\sn geoRight}{\sv 186}}{\sp{\sn geoBottom}{\sv 0}}{\sp{\sn shapePath}{\sv 4}}{\sp{\sn pVerticies}{\sv 8;2;(0,0);(186,0);}}{\sp{\sn pSegmentInfo}{\sv 2;5;16384;45824;1;45824;32768}}{\sp{\sn fFillOK}{\sv 1}}{\sp{\sn fFilled}{\sv 0}}{\sp{\sn lineWidth}{\sv 6312}}{\sp{\sn lineColor}{\sv 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1}}}}\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\margtsxn666\margbsxn253\cols2\colno1\colw8200\colsr-0\colno2\colw2893\pard\li2453\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2453\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2453\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2453\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li2453\ri0\sl-466\slmult0 \fs24\cf0\f0\charscalex100 {tanah.}\par\column\pard\li0\ri0\sl-293\slmult0 \fs20\cf0\f1\charscalex100 {SNI 03-1726-2003}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\cols2\colno1\colw2453\colsr-0\colno2\colw8640\pard\li1373\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100\i {I}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100\i {k}\i0 \par\pard\li1373\ri0\sl-293\slmult0 \fs24\cf0\f0\charscalex100\i {K}\i0 {\sub 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\fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {R}\i0 {\sub \fs16\cf0\f0\charscalex100\i {m}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {R}\i0 {\sub \fs16\cf0\f0\charscalex100\i {x}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {R}\i0 {\sub \fs16\cf0\f0\charscalex100\i {y}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-333\slmult0 \fs24\cf0\f0\charscalex100\i {s}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-360\slmult0 \fs24\cf0\f0\charscalex100\i {S}\i0 {\sub \fs16\cf0\f0\charscalex100\i {u}\i0 }\par\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {S}\i0 {\sub \fs16\cf0\f0\charscalex100\i {ui}\i0 }\par\pard\li1413\ri0\sl-346\slmult0 \fs22\cf0\f0\charscalex100\i {S }\i0 \fs22\cf0\f0\charscalex100\i { }\i0 \fs20\cf0\f0\charscalex100\i {u}\i0 \par\column\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Faktor Keutamaan gedung, faktor}\fs24\cf0\f0\charscalex100 { pengali dari pengaruh Gempa}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Rencana pada berbagai kategor}\fs24\cf0\f0\charscalex100 {i gedung, untuk menyesuaikan perioda}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {ulang gempa yang berkaitan dengan penyesuaian probabilitas}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dilampauinya pengaruh tersebut selama masa layan gedung itu.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Dalam subskrip menunjukkan kolom struktur bangunan gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Nilai koefisien pembesaran respons uns}\fs24\cf0\f0\charscalex100 {ur sekunder, unsur arsitektur atau}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {instalasi mesin dan listrik, bergantung pada ketinggian tempat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {kedudukannya terhadap taraf penjepitan lateral.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Jumlah lapisan tanah yang ada di atas batuan dasar.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Momen guling maksimum dari struktur atas suatu gedung yang bekerja}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pada struktur bawah pada taraf penjep}\fs24\cf0\f0\charscalex100 {itan lateral pada saat struktur atas}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {berada dalam kondisi plastik akibat }\fs24\cf0\f0\charscalex100 {dikerahkannya faktor tahanan lebih}\par\pard\li0\ri0\sl-280\slmult0 \*\tx546\fs24\cf0\f0\charscalex100 {total}\tab \fs24\cf0\f0\charscalex100\i {f}\i0 \fs24\cf0\f0\charscalex100 { yang terkandung di dalam struktur}\fs24\cf0\f0\charscalex100 { atas, atau akibat pengaruh}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {momen leleh akhir sendi-sendi plas}\fs24\cf0\f0\charscalex100 {tis pada kaki semua kolom dan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {semua dinding geser.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Momen plastis pada ujung-ujung uns}\fs24\cf0\f0\charscalex100 {ur struktur bangunan gedung, kaki}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {kolom dan kaki dinding geser.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Momen plastis yang terjadi pada kaki dinding geser.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Momen plastis yang terjadi pada kaki kolom.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Nomor lantai tingkat paling atas (lan}\fs24\cf0\f0\charscalex100 {tai puncak); jumlah lantai tingkat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur bangunan gedung; dalam }\fs24\cf0\f0\charscalex100 {subskrip menunjukkan besaran}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {nominal.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Nilai hasil Test Penetrasi Standar pa}\fs24\cf0\f0\charscalex100 {da suatu lapisan tanah; gaya normal}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {secara umum.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Nilai hasil Test Penetrasi Standar pada lapisan tanah ke-}\fs24\cf0\f0\charscalex100\i {i}\i0 \fs24\cf0\f0\charscalex100 {.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Nilai rerata berbobot hasil Test Penetrasi Standar lapisan tanah di atas}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {batuan dasar dengan tebal lapisan tanah sebagai besaran pembobotnya.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Dalam subskrip menunjukkan unsur sekunder, unsur arsitektur atau}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {instalasi mesin dan listrik.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor kinerja unsur, mencerminkan tingkat keutamaan unsur sekunder,}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {unsur arsitektur atau instalasi mesin dan listrik dalam kinerjanya selama }\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {maupun setelah gempa berlangsung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Indeks Plastisitas tanah lempung.}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Faktor reduksi gempa, rasio antara beban gempa maksimum akibat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pengaruh Gempa Rencana pada st}\fs24\cf0\f0\charscalex100 {ruktur bangunan gedung elastik dan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {beban Gempa Nominal pada strukt}\fs24\cf0\f0\charscalex100 {ur bangunan gedung daktail; faktor}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {reduksi gempa representatif struktur bangunan gedung tidak beraturan.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor reduksi gempa maksimum yang dapat dikerahkan oleh suatu jenis}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {sistem atau subsistem struktur bangunan gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor reduksi gempa untuk pembebanan gempa dalam arah sumbu-}\fs24\cf0\f0\charscalex100\i {x}\i0 \par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pada struktur bangunan gedung tidak beraturan.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor reduksi gempa untuk pembebanan gempa dalam arah sumbu-}\fs24\cf0\f0\charscalex100\i {y}\i0 \par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pada struktur bangunan gedung tidak beraturan.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Dalam subskrip menunjukkan besaran subsistem, struktur beton atau}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {baja.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Kuat geser niralir lapisan tanah.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Kuat geser niralir lapisan tanah ke-}\fs24\cf0\f0\charscalex100\i {i}\i0 \fs24\cf0\f0\charscalex100 {.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Kuat geser niralir rerata berbobot }\fs24\cf0\f0\charscalex100 {dengan tebal lapisan tanah sebagai}\par\pard\li2306\ri0\sl-426\slmult0 \fs20\cf0\f0\charscalex100 {Provisi 5 of 34}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\sect\sectd\sbkpage\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\margtsxn666\margbsxn253\cols3\colno1\colw2453\colsr-0\colno2\colw5746\colsr-0\colno3\colw2893\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-320\slmult0 \fs24\cf0\f0\charscalex100\i {t}\i0 {\sub \fs16\cf0\f0\charscalex100\i {i}\i0 }\par\column\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-466\slmult0 \fs24\cf0\f0\charscalex100 {besaran pembobotnya.}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Tebal lapisan tanah ke-}\fs24\cf0\f0\charscalex100\i {i}\i0 \fs24\cf0\f0\charscalex100 {.}\par\column\pard\li0\ri0\sl-293\slmult0 \fs20\cf0\f1\charscalex100 {SNI 03-1726-2003}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\cols2\colno1\colw2453\colsr-0\colno2\colw8640\pard\li1373\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100\i {T}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {T}\i0 {\sub \fs16\cf0\f0\charscalex100 {1}}\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {T}\i0 {\sub \fs16\cf0\f0\charscalex100\i {c}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-413\slmult0 \fs24\cf0\f0\charscalex100\i {v}\i0 {\sub \fs16\cf0\f0\charscalex100\i {s}\i0 }\par\pard\li1426\ri0\sl-160\slmult0 \fs14\cf0\f0\charscalex100 {_}\par\pard\li1400\ri0\sl-266\slmult0 \fs22\cf0\f0\charscalex100\i {v}\i0 { }\fs12\cf0\f0\charscalex100\i {s}\i0 \par\pard\li1373\ri0\sl-413\slmult0 \fs22\cf0\f0\charscalex100\i {v}\i0 {\sub \fs14\cf0\f0\charscalex100\i {si}\i0 }\par\pard\li1373\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100\i {V}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-266\slmult0 \fs22\cf0\f0\charscalex100\i {V}\i0 \fs14\cf0\f0\charscalex100\i {e}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {V}\i0 \fs16\cf0\f0\charscalex100\i {m}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100\i {V}\i0 \fs16\cf0\f0\charscalex100\i {n}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100\i {V}\i0 \fs16\cf0\f0\charscalex100\i {s}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {V}\i0 {\sub \fs16\cf0\f0\charscalex100\i {t}\i0 }\par\pard\li1586\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1586\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1586\ri0\sl-320\slmult0 \fs14\cf0\f0\charscalex100\i {o}\i0 \par\pard\li1386\ri0\sl-306\slmult0 \fs24\cf0\f0\charscalex100\i {V }\i0 {\sub \fs14\cf0\f0\charscalex100\i {x}\i0 }\par\pard\li1586\ri0\sl-253\slmult0 \fs14\cf0\f0\charscalex100\i {o}\i0 \par\column\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Waktu getar alami struktur ba}\fs24\cf0\f0\charscalex100 {ngunan gedung dinyatakan dalam detik}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {yang menentukan besarnya Faktor }\fs24\cf0\f0\charscalex100 {Respons Gempa struktur bangunan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {gedung dan kurvanya ditampilkan dalam spektrum respons Gempa}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Rencana.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Waktu getar alami fundamental struktur bangunan gedung beraturan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {maupun tidak beraturan dinyatakan dalam detik.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Waktu getar alami sudut, yaitu waktu getar alami pada titik perubahan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {diagram }{ }\fs24\cf0\f0\charscalex100\i {C}\i0 \fs24\cf0\f0\charscalex100 { dari garis datar menjadi kurva hiperbola pada spektrum }\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {respons Gempa Rencana.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Kecepatan rambat gelombang geser.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Kecepatan rambat rerata berbobot ge}\fs24\cf0\f0\charscalex100 {lombang geser dengan tebal lapisan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {tanah sebagai besaran pembobotnya.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Kecepatan rambat gelombang geser di lapisan tanah ke-}\fs24\cf0\f0\charscalex100\i {i}\i0 \fs24\cf0\f0\charscalex100 {.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Beban (gaya) geser dasar nominal }\fs24\cf0\f0\charscalex100 {statik ekuivalen yang bekerja di}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {tingkat dasar struktur bangunan gedung beraturan dengan tingkat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {daktilitas umum, dihitung berdasarkan waktu getar alami fundamental}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur bangunan gedung beraturan tersebut.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Pembebanan gempa maksimum akibat pengaruh Gempa Rencana yang}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dapat diserap oleh struktur bangunan gedung elastik.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Pembebanan gempa maksimum akibat pengaruh Gempa Rencana yang}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dapat diserap oleh struktur ba}\fs24\cf0\f0\charscalex100 {ngunan gedung dengan pengerahan faktor}\par\pard\li0\ri0\sl-280\slmult0 \*\tx2093\fs24\cf0\f0\charscalex100 {tahanan lebih total}\tab \fs24\cf0\f0\charscalex100\i {f}\i0 \fs24\cf0\f0\charscalex100 { yang terkandung di dalam struktur bangunan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Pengaruh Gempa Nominal untuk }\fs24\cf0\f0\charscalex100 {struktur bangunan gedung dengan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {tingkat daktilitas umum; pengaruh Gempa Rencana pada saat di dalam }\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur terjadi pelelehan pertam}\fs24\cf0\f0\charscalex100 {a yang sudah direduksi dengan faktor}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {tahanan lebih beban dan bahan}{ }\fs24\cf0\f0\charscalex100\i {f}\i0 \fs16\cf0\f0\charscalex100 {1}\fs24\cf0\f0\charscalex100 {.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Gaya geser dasar nominal akibat beban gempa yang dipikul oleh suatu}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {jenis subsistem struktur bangunan gedung tertentu di tingkat dasar.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Gaya geser dasar nominal yang bekerja di tingkat dasar struktur}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {bangunan gedung dan yang didapat dari hasil analisis ragam spektrum }\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {respons atau dari hasil analisis respons dinamik riwayat waktu.}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Gaya geser dasar nominal yang bekerja dalam arah sumbu-}{\sub \fs24\cf0\f0\charscalex100\i {x}\i0 }\fs24\cf0\f0\charscalex100 { di tingkat}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dasar struktur bangunan gedung tidak beraturan.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Gaya geser dasar nominal yang bekerja dalam arah sumbu-}{\sub \fs24\cf0\f0\charscalex100\i {y}\i0 }\fs24\cf0\f0\charscalex100 { di tingkat}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\cols2\colno1\colw2453\colsr-0\colno2\colw8640\pard\li1386\ri0\sl-306\slmult0 \fs24\cf0\f0\charscalex100\i {V}\i0 {\sub \fs14\cf0\f0\charscalex100\i {y}\i0 }\par\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {V}\i0 {\sub \fs16\cf0\f0\charscalex100 {1}}\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-466\slmult0 \fs22\cf0\f0\charscalex100\i {w}\i0 {\sub \fs14\cf0\f0\charscalex100\i {n}\i0 }\par\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {W}\i0 {\sub \fs16\cf0\f0\charscalex100\i {b}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-413\slmult0 \fs24\cf0\f0\charscalex100\i {W}\i0 {\sub \fs16\cf0\f0\charscalex100\i {i}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs22\cf0\f0\charscalex100\i {W}\i0 {\sub \fs14\cf0\f0\charscalex100\i {p}\i0 }\par\column\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dasar struktur bangunan gedung tidak beraturan.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Gaya geser dasar nominal yang bekerja di tingkat dasar struktur}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {bangunan gedung tidak beraturan dengan tingkat daktilitas umum,}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dihitung berdasarkan waktu getar al}\fs24\cf0\f0\charscalex100 {ami fundamental struktur bangunan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {gedung.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Kadar air alami tanah.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Berat lantai besmen struktur ba}\fs24\cf0\f0\charscalex100 {wah suatu gedung, termasuk beban hidup}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {yang sesuai.}\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100 {Berat lantai tingkat ke-}\fs24\cf0\f0\charscalex100\i {i}\i0 \fs24\cf0\f0\charscalex100 { struktur atas suatu gedung, termasuk beban}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {hidup yang sesuai.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Berat unsur sekunder, unsur arsitektur atau instalasi mesin dan listrik.}\par\pard\li2306\ri0\sl-426\slmult0 \fs20\cf0\f0\charscalex100 {Provisi 6 of 34}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\sect\sectd\sbkpage\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\margtsxn666\margbsxn253\cols3\colno1\colw2453\colsr-0\colno2\colw5746\colsr-0\colno3\colw2893\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-466\slmult0 \fs24\cf0\f0\charscalex100\i {W}\i0 {\sub \fs16\cf0\f0\charscalex100\i {t}\i0 }\par\pard\li1373\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100\i {x}\i0 \par\column\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li0\ri0\sl-466\slmult0 \fs24\cf0\f0\charscalex100 {Berat total gedung, termasuk beban hidup yang sesuai.}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Penunjuk arah sumbu koordinat (juga dalam subskrip).}\par\column\pard\li0\ri0\sl-293\slmult0 \fs20\cf0\f1\charscalex100 {SNI 03-1726-2003}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\cols2\colno1\colw2453\colsr-0\colno2\colw8640\pard\li1373\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100\i {y}\i0 \par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-426\slmult0 \fs24\cf0\f0\charscalex100\i {z}\i0 {\sub \fs16\cf0\f0\charscalex100\i {i}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs24\cf0\f0\charscalex100\i {z}\i0 {\sub \fs16\cf0\f0\charscalex100\i {n}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs22\cf0\f0\charscalex100\i {z}\i0 {\sub \fs14\cf0\f0\charscalex100\i {p}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-373\slmult0 \fs26\cf0\f0\charscalex100 {\uc1\u948X}{\sub \fs16\cf0\f0\charscalex100\i {m}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-426\slmult0 \fs26\cf0\f0\charscalex100 {\uc1\u948X}{\sub \fs16\cf0\f0\charscalex100\i {y}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-320\slmult0 \fs26\cf0\f0\charscalex100 {\uc1\u950X}\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-413\slmult0 \fs26\cf0\f0\charscalex100 {\uc1\u956X}\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-346\slmult0 \fs26\cf0\f0\charscalex100 {\uc1\u956X}{\sub \fs16\cf0\f0\charscalex100\i {m}\i0 }\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-320\slmult0 \fs26\cf0\f0\charscalex100 {\uc1\u958X}\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1373\ri0\sl-426\slmult0 \fs26\cf0\f0\charscalex100 {\uc1\u931X}\par\pard\li1373\ri0\sl-306\slmult0 \fs26\cf0\f0\charscalex100 {\uc1\u968X}\par\column\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Penunjuk arah sumbu koordinat (juga da}\fs24\cf0\f0\charscalex100 {lam subskrip); dalam subskrip}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {menunjukkan pembebanan pada saat terjadinya pelelehan pertama di}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {dalam struktur bangunan gedung atau momen leleh.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Ketinggian lantai tingkat ke-}\fs24\cf0\f0\charscalex100\i {i}\i0 \fs24\cf0\f0\charscalex100 { suatu struktur bangunan gedung terhadap}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {taraf penjepitan lateral.}\par\pard\li0\ri0\sl-280\slmult0 \*\tx3493\fs24\cf0\f0\charscalex100 {Ketinggian lantai tingkat puncak}\tab \fs24\cf0\f0\charscalex100\i {n}\i0 \fs24\cf0\f0\charscalex100 { suatu struktur bangunan gedung}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {terhadap taraf penjepitan lateral.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Ketinggian tempat kedudukan unsur sekunder, unsur arsitektur atau}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {instalasi mesin dan listrik terhadap taraf penjepitan lateral.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Simpangan maksimum struktur}\fs24\cf0\f0\charscalex100 { bangunan gedung akibat pengaruh}\par\pard\li0\ri0\sl-306\slmult0 \fs24\cf0\f0\charscalex100 {Gempa Rencana pada saat strukt}\fs24\cf0\f0\charscalex100 {ur bangunan gedung mencapai kondisi}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {plastik.}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Simpangan struktur bangunan gedung akibat pengaruh Gempa Rencana}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pada saat terjadinya pelelehan pertama.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Koefisien pengali dari jumlah tingkat struktur bangunan gedung yang}\par\pard\li0\ri0\sl-293\slmult0 \fs24\cf0\f0\charscalex100 {membatasi waktu getar alami f}\fs24\cf0\f0\charscalex100 {undamental struktur bangunan gedung,}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {bergantung pada Wilayah Gempa dan jenis struktur.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Faktor daktilitas struktur bangunan gedung, rasio antara simpangan}\par\pard\li0\ri0\sl-293\slmult0 \fs24\cf0\f0\charscalex100 {maksimum struktur bangunan gedung akibat pengaruh Gempa Rencana}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {pada saat struktur bangunan ge}\fs24\cf0\f0\charscalex100 {dung mencapai kondisi plastik dan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {simpangan struktur bangunan gedung pada saat terjadinya pelelehan}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {pertama.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Nilai faktor daktilitas maksimum yang dapat dikerahkan oleh suatu}\par\pard\li0\ri0\sl-306\slmult0 \fs24\cf0\f0\charscalex100 {sistem atau subsistem struktur bangunan gedung.}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {Faktor pengali dari simpangan }\fs24\cf0\f0\charscalex100 {struktur bangunan gedung akibat}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {pengaruh Gempa Nominal untuk mendapatkan simpangan maksimum }\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {struktur bangunan gedung pada saat mencapai kondisi plastik.}\par\pard\li0\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Tanda penjumlahan.}\par\pard\li0\ri0\sl-293\slmult0 \fs24\cf0\f0\charscalex100 {Koefisien pengali dari percepatan pun}\fs24\cf0\f0\charscalex100 {cak muka tanah (termasuk faktor}\par\pard\li0\ri0\sl-306\slmult0 \fs24\cf0\f0\charscalex100 {keutamaannya) untuk mendapatkan faktor respons gempa vertikal,}\par\pard\li0\ri0\sl-266\slmult0 \fs24\cf0\f0\charscalex100 {bergantung pada Wilayah Gempa.}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-386\slmult0 \*\tx1466\fs24\cf0\f0\charscalex100\b {4}\b0 \tab \fs24\cf0\f0\charscalex100\b {Ketentuan umum}\b0 \par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-306\slmult0 \*\tx1613\fs24\cf0\f0\charscalex100 {4.1}\tab \fs24\cf0\f0\charscalex100 {Klasifikasi beban gempa}\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-306\slmult0 \*\tx1746\fs24\cf0\f0\charscalex100 {4.1.1}\tab \fs24\cf0\f0\charscalex100 {Beban Gempa Rencana}\par\pard\li1746\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {Beban Gempa Rencana adalah nilai beban gempa yang peluang dilampauinya}\par\pard\li1746\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {dalam rentang masa layan gedung 50 tahun adalah 10% atau nilai beban gempa}\par\pard\li1746\ri0\sl-280\slmult0 \fs24\cf0\f0\charscalex100 {yang perioda ulangnya adalah 500 tahun.}\par\pard\li1040\ri0\sl-213\slmult0 \fs18\cf0\par\pard\li1040\ri0\sl-293\slmult0 \*\tx1746\fs24\cf0\f0\charscalex100 {4.1.2}\tab \fs24\cf0\f0\charscalex100 {Beban Gempa Nominal}\par\pard\li1746\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Nilai beban Gempa Nominal ditentukan oleh tiga hal, yaitu oleh besarnya Gempa}\par\pard\li1746\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {Rencana, oleh tingkat daktilitas yang dimiliki struktur yang terkait, dan oleh}\par\pard\li1746\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {tahanan lebih yang terkandung di dalam str}\fs22\cf0\f0\charscalex100 {uktur tersebut. Menurut Standar ini,}\par\pard\li1746\ri0\sl-280\slmult0 \fs22\cf0\f0\charscalex100 {tingkat daktilitas struktur bangunan gedung dapat ditetapkan sesuai dengan}\par\pard\li4760\ri0\sl-333\slmult0 \fs20\cf0\f0\charscalex100 {Provisi 7 of 34}\par\pard\sect\sectd\sbknone\pgwsxn11893\pghsxn16840\marglsxn666\margrsxn133\pard\sect\sectd\sbkpage{\shp{\*\shpinst\shpleft1586\shptop9133\shpright1600\shpbottom9146\shpfhdr0\shpwr3\shpwrk0\shpfblwtxt1\shplid2032\shpz0\shpbxpage\shpbypage{\sp{\sn shapeType}{\sv 0}}{\sp{\sn fFlipH}{\sv 0}}{\sp{\sn fFlipV}{\sv 0}}{\sp{\sn rotation}{\sv 0}}{\sp{\sn geoRight}{\sv 14}}{\sp{\sn geoBottom}{\sv 13}}{\sp{\sn shapePath}{\sv 4}}{\sp{\sn pVerticies}{\sv 8;5;(0,0);(0,13);(13,13);(13,0);(0,0);}}{\sp{\sn pSegmentInfo}{\sv 2;12;16384;45824;1;45824;1;45824;1;45824;1;45824;24577;32768}}{\sp{\sn fFillOK}{\sv 1}}{\sp{\sn fFilled}{\sv 1}}{\sp{\sn fillColor}{\sv 0}}{\sp{\sn fLine}{\sv 1}}{\sp{\sn lineColor}{\sv 0}}{\sp{\sn lineType}{\sv 0}}{\sp{\sn fArrowheadsOK}{\sv 0}}{\sp{\sn fBehindDocument}{\sv 1}}{\sp{\sn fLayoutInCell}{\sv 1}}}}{\shp{\*\shpinst\shpleft1586\shptop9133\shpright10600\shpbottom9146\shpfhdr0\shpwr3\shpwrk0\shpfblwtxt1\shplid2033\shpz1\shpbxpage\shpbypage{\sp{\sn shapeType}{\sv 0}}{\sp{\sn fFlipH}{\sv 0}}{\sp{\sn fFlipV}{\sv 0}}{\sp{\sn rotation}{\sv 0}}{\sp{\sn geoRight}{\sv 9014}}{\sp{\sn geoBottom}{\sv 13}}{\sp{\sn shapePath}{\sv 4}}{\sp{\sn pVerticies}{\sv 8;5;(0,0);(0,13);(9013,13);(9013,0);(0,0);}}{\sp{\sn pSegmentInfo}{\sv 2;12;16384;45824;1;45824;1;45824;1;45824;1;45824;24577;32768}}{\sp{\sn fFillOK}{\sv 1}}{\sp{\sn fFilled}{\sv 1}}{\sp{\sn fillColor}{\sv 0}}{\sp{\sn fLine}{\sv 1}}{\sp{\sn lineColor}{\sv 0}}{\sp{\sn lineType}{\sv 0}}{\sp{\sn fArrowheadsOK}{\sv 0}}{\sp{\sn fBehindDocument}{\sv 1}}{\sp{\sn fLayoutInCell}{\sv 1}}}}{\shp{\*\shpinst\shpleft10586\shptop9133\shpright10600\shpbottom9146\shpfhdr0\shpwr3\shpwrk0\shpfblwtxt1\shplid2034\shpz2\shpbxpage\shpbypage{\sp{\sn shapeType}{\sv 0}}{\sp{\sn fFlipH}{\sv 0}}{\sp{\sn fFlipV}{\sv 0}}{\sp{\sn rotation}{\sv 0}}{\sp{\sn geoRight}{\sv 14}}{\sp{\sn geoBottom}{\sv 13}}{\sp{\sn shapePath}{\sv 4}}{\sp{\sn pVerticies}{\sv 8;5;(0,0);(0,13);(13,13);(13,0);(0,0);}}{\sp{\sn pSegmentInfo}{\sv 2;12;16384;45824;1;45824;1;45824;1;45824;1;45824;24577;32768}}{\sp{\sn fFillOK}{\sv 1}}{\sp{\sn fFilled}{\sv 1}}{\sp{\sn fillColor}{\sv 0}}{\sp{\sn fLine}{\sv 1}}{\sp{\sn lineColor}{\sv 0}}{\sp{\sn lineType}{\sv 0}}{\sp{\sn fArrowheadsOK}{\sv 0}}{\sp{\sn fBehindDocument}{\sv 1}}{\sp{\sn fLayoutInCell}{\sv 1}}}}{\shp{\*\shpinst\shpleft1586\shptop9146\shpright1600\shpbottom10120\shpfhdr0\shpwr3\shpwrk0\shpfblwtxt1\shplid2035\shpz3\shpbxpage\shpbypage{\sp{\sn shapeType}{\sv 0}}{\sp{\sn fFlipH}{\sv 0}}{\sp{\sn fFlipV}{\sv 0}}{\sp{\sn rotation}{\sv 0}}{\sp{\sn geoRight}{\sv 14}}{\sp{\sn geoBottom}{\sv 974}}{\sp{\sn shapePath}{\sv 4}}{\sp{\sn pVerticies}{\sv 8;5;(0,0);(0,973);(13,973);(13,0);(0,0);}}{\sp{\sn pSegmentInfo}{\sv 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