3. Jembatan Beton Bertulang 4 x 3.xlsx XLSX

Title	3. Jembatan Beton Bertulang 4 x 3.xlsx
Author	Muhammad Afif
File Size	319.3 KB
File Type	XLSX
Total Downloads	69
Total Views	291

Summary

B0.25m 0.5 O 4,0 0.25mm Cm-mO0.50 Balok 10- 1.25 1.25 10 mDiafragma m 30,75 m 150 0,25 Balok Utama 300 150 16 0.5 0.5 O mm 12 1,8 m D E A4 AA O Om L/46 mB BALOK 0.30 -8 610- 10 LTiang Balok 8 O 3,5 (Cor APlat BALOK Tembok 0,20m B m Om 16 beton 16/ GELAGAR (-15 10 16 Cor Lantai beton 1:2:3 BETON 1:2:...

Description

DENAH JEMBATAN 2,0 m TAMPAK SAMPING M.A. Banjir M.A.Normal 4,0 m B A 0,50m 0,25 m 6 O 16 O 10 - 10 O 10 - 20 O 10 - 10 1.25 m 0.5 m L/4 L A A B 6 O 16 8 - O 16 O 10- 10 O 10- 15 Balok ( Cor beton 1:2:3 ) 1.25 m 0.25m 8 - O 16 0.5 m ABUTMEN Pengaman Jembatan (Pipa Galvanis ) PLAT LANTAI BETON 3.m 1,8 m 2,00 m 0.5 m A B BALOK / GELAGAR BETON BALOK TUMPUAN 4 m 3 m 1,0 m 0.30 m 0.25 m 0,75 1,8 m 8 - O 16 16 O 12 0.50 m E D A 2,0 m 0,3 m 0,3 m 0 8-15 C Balok Utama (Cor beton 1:2:3) O 8- 15 3,5 m B Tiang sandaran Tembok Pengaman 0,20m 0.25m Balok Diafragma (Cor beton 1:2:3) 6 O 16 Plat Lantai (Cor beton 1:2:3) O 10 - 20 150 150 300...