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Rancangan Penulangan Lantai Jembatan Beton Bentang M

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2.00 m di atas lantai jembatan.H 2 m jarak antara roda kendaraan x 1.75 m pew 12h x tew 7222019 analisis slab lantai jembatan 344 transfer beban angin ke lantai jembatan, pew 1.008 kn 5.Pengaruh temperatur et.

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