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Dokumen tersebut membahas tentang reaksi perletakan dan gaya-gaya dalam batang pada struktur bangunan. Secara ringkas, dokumen menjelaskan tentang penentuan reaksi perletakan di titik A dan B, kemudian menghitung momen, lintang dan normal pada titik-titik A, C, B, dan D serta persamaan yang menggambarkannya. Gambar juga disertakan untuk mewakili hasil perhitungan.
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- 1. UNIVERSITAS HASANUDDIN TEKNIK SIPIL MasukkanNilai P, M, dan R sesualidengan 3 angkaterakhirpada NIM anda 1. TentukandanGambarkanReaksiPerletakan di titik A dan B 2. Tentukangaya-gayadalambatang (Momen, Lintang, dan Normal) di titik A, C, B, dan D. sertapersamaan M(x), D(x), dan N(x) 3. Gambarkanbidanggaya-gayadalamnya.
- 2. UNIVERSITAS HASANUDDIN TEKNIK SIPIL Jawab : 1. ReaksiPerletakan Kontrol =( =( = = =0,0022675 ∞ 0
- 3. UNIVERSITAS HASANUDDIN TEKNIK SIPIL GambarReaksiPerletakan 2. Gaya dalambatang (Momen, Lintang, dan Normal) Bagian AC X M(x) D(x) Titik A 0 0 9,79 Titik Tengah 2,1 17,26 6,64 Titik C 4,2 27,91 3,49
- 4. UNIVERSITAS HASANUDDIN TEKNIK SIPIL Bagian CB X M(x) D(x) Titik C 4,2 27,91 -6,50 Titik Tengah 7,5 5,56 -7,31 Titik B 10,8 -22,12 -9,73
- 5. UNIVERSITAS HASANUDDIN TEKNIK SIPIL Bagian BD R1 = R2 = 1,5 - X M(x) D(x) TitikB 10,8 -22,12 8,34 Titik Tengah 12,55 -9,16 6,39 TitikD 14,3 0 4
- 6. UNIVERSITAS HASANUDDIN TEKNIK SIPIL