Menjelaskan macam macam metode EORFull description
Full description
Item material terbesar dalam proyek bendungan ini adalah material timbunan. Material timbunan yang akan dipergunakan adalah tanah pilihan, batu pilihan, tanah randomdan material filterFull description
An article by Ola Linden on the mounted combat material in Il Fior di Battaglia.
Menjelaskan macam macam metode EORDeskripsi lengkap
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sni aspal
Item material terbesar dalam proyek bendungan ini adalah material timbunan. Material timbunan yang akan dipergunakan adalah tanah pilihan, batu pilihan, tanah randomdan material filterDeskripsi lengkap
Deskripsi lengkap
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sni aspal
sni aspal
Kumpulan Metode-metode pembelajaran yang bisa dijadikan acuan guru untuk diadaptasi di sekolah masing-masing
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METODE CLAPEYRON
Pertemuan ke – 6 Analisis Struktur Statis Tak Tentu
DESI PUTRI, ST, M.Eng SEKOLAH TINGGI TEKNIK PLN
2017
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Pendahuluan
Metoda Clapeyron atau yang dikenal dengan nama “METODE “METODE PERSAMAAN TIGA MOMEN” MOMEN” adalah Cara menyelesaikan suatu struktur statis tak tentu yaitu menghitung semua gaya-gaya luar (reaksi perletakan) dan gaya-gaya dalam (gaya normal, gaya lintang, momen) pada struktur tersebut.
Pada suatu struktur balok dan portal, sambungan antara batang-batang batang-batang pada struktur tersebut diasumsikan sebagai sambungan kaku, dimana dalam sambungan kaku harus dipenuhi dua persyaratan yaitu : a. Keseimb eseimbang angan an : juml jumlah ah momen momen batan batang-b g-bata atang ng yang yang
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1:
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Lan Langka gkah pen enye yele lesa saia ian n metod etode e per erssama amaan tiga iga momen omen (Clapeyron): 1. Tentukan apakah struktur statis tidak tidak tertentu tersebut mempunyai pergoyangan , dengan rumus : n = 2j2j- (m+2f+ (m+2f+2h 2h+r) +r) Dimana : n = jumlah derajat kebebasan dalam pergoyangan. j = “joint”, titik simpul termasuk perletaka m = “member”, jumlah batang yang dibatasi oleh dua joint. f = “fixed”, jumlah perletakan jepit.
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Contoh : Balok diatas tiga tumpuan, A jepit, B dan C rol, dengan beban seperti tergambar : n = 2j-(m+2f+ 2h+r) n = 2x3 – (2+2x1+2x0+2) n = 0 ( Tid Tidak ak ada ada penggoyangan )
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2. Kalau ada pergoyangan, gambarkan bentuk pergoyangan dan tentukan arah rotasi batang-batang batang-batang akibat pergoyangan tersebut.
Batang tidak berubah panjang
Batang dapat berotasi akibat perpindahan relatif ujung-ujung
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3. Gambark barka an perm permis isa alan lan arah rah mom momen en--mom momen bata batan ng.
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4. Gambarkan pemisalan bentuk garis elastis struktur. struktur.
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5. Dari langkah 1-4 yang telah dikerjakan diatas dapat ditentukan jumlah variablenya, yaitu momen-momen batang yang belum diketahui besarnya Deformasi (rotasi) balok disebabkan oleh beberapa faktor yaitu : 1. Akibat Akibat beban beban luar yang bekerja bekerja
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3. Akibat Akibat perpindah perpindahan an (transla (translasi) si) relatif relatif ujung ujung balok terhadap terhadap ujung balok yang lain
Rotasi total ujung balok merupakan superposisi dari semua
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Titik B
ΣMB = 0
MBA = MBC = MB
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