LAY OUT RENCANA JEMBATAN Baja PDF
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This document provides details for a bridge layout design. It includes drawings and specifications of the bridge, along with calculations for materials such as steel. The document also outlines the strength calculations for the bridge structure.
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# LAY OUT RENCANA JEMBATAN - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - **Gelagar Melintang** - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - **Bracing Bawah** - **Lampu** - **Pelat Beton** - **Gelagar Melintang** - **Railing** # GELAGAR MELINTANG ## II.1...
# LAY OUT RENCANA JEMBATAN - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - **Gelagar Melintang** - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - 4 m - **Bracing Bawah** - **Lampu** - **Pelat Beton** - **Gelagar Melintang** - **Railing** # GELAGAR MELINTANG ## II.1. Profil Profil yang digunakan adalah Profil W 8x15, dengan mutu baja yang digunakan adalah mutu baja A50. | Mutu Baja A50 | | | |---|---|---| | fy | 345 | Mpa | | fu | 450 | Mpa | | E | 200000 | Mpa | | G | 80000 | Mpa | Berdasarakan Tabel 1-1 W Shapes AISC Steel Construction Manual Halaman 32, data profil W 8x15 adalah sebagai berikut : | Properti | Nilai | Satuan | Nilai | Satuan | |---|---|---|---|---| | A | 4.44 | in2 | 2864.5104 | mm² | | d | 8.11 | in | 205.994 | mm | | Tw | 0.245 | in | 6.223 | mm | | Tw/2 | 0.1225 | in | 3.1115 | mm | | bf | 4.02 | in | 102.108 | mm | | tf | 0.315 | in | 8.001 | mm | | k | 0.615 | in | 15.621 | mm | | k1 | 0.5625 | in | 14.2875 | mm | | T | 6.5 | in | 165.1 | mm | $Berat profil = 15 lb/ft = 0.21885 kN/m$ $bf = 6.32$ $2tf = 28.1$ Data berikut merupakan data profil W8x15 dari Tabel 3-2 W Shapes AISC Steel Construction Manual Halaman 199 : | Properti | Nilai | Satuan | Nilai | Satuan | |---|---|---|---|---| | Ix | 48 | in4 | 19979108.4 | mm4 | | Sx | 11.8 | in³ | 193367.355 | mm³ | | rx | 3.29 | in | 83.566 | mm | | Zx | 13.6 | in³ | 222864.07 | mm³ | | Iy | 3.41 | in4 | 1419349.16 | mm4 | | Sy | 1.7 | in³ | 27858.0088 | mm³ | | ry | 0.876 | in | 22.2504 | mm | | Zy | 2.67 | in³ | 43753.4609 | mm³ | | rts | 1.06 | in | 26.924 | mm | | ho | 7.8 | in | 198.12 | mm | | J | 0.137 | in4 | 57023.7053 | mm4 | | Cw | 51.8 | in6 | 1.391E+10 | mm6 | Buatkan Rancangan Jembatan Baja dengan data data diatas. Cek kemampuan struktur dalam menerima gaya luar.
