PERENCANAAN JEMBATAN KOMPOSIT XLSX

Title	PERENCANAAN JEMBATAN KOMPOSIT
Author	Monica Situmorang
File Size	1.6 MB
File Type	XLSX
Total Downloads	918
Total Views	976

Summary

Data jembatan a = 8m b = 0.5 m c = 1.4 m L = 20 m baja = Bj 41 m beton = k-225 m 1. BERAT SENDIRI (MS) Faktor beban ultimit : KMS = Ditinjau slab lantai jembatan selebar, b = Tebal slab lantai jembatan, h = ts = Berat beton bertulang, wc = Berat sendiri, QMS = b * h * wc QMS 2. BEBAN MATI TAMBAHAN ...

Description

Data jembatan a = 8 m b = 0.5 m c = 1.4 m L = 20 m baja = Bj 41 m beton = k-225 m 1. BERAT SENDIRI (MS) Faktor beban ultimit : KMS = 1.3 Ditinjau slab lantai jembatan selebar, b = 1 Tebal slab lantai jembatan, h = ts = 0.2 Berat beton bertulang, wc = 25 Berat sendiri, QMS = b * h * wc QMS 5.00 2. BEBAN MATI TAMBAHAN (MA) Faktor beban ultimit : KMA = 1 NO JENIS TEBAL BERAT BEBAN...