PERHITUNGAN PONDASI TAPAK BUJUR SANGKAR XLSX

Title	PERHITUNGAN PONDASI TAPAK BUJUR SANGKAR
Author	Andi Asmara Jaya
File Size	747.2 KB
File Type	XLSX
Total Downloads	586
Total Views	913

Summary

Pondasi Tapak Beton Type Bujursangkar Project : Ruko Permata Juanda Surabaya Client : Mr Bunawan Engineer Checked Approved Name Lutf Ari Date 8/26/2015 3:00 Data Struktur : 1 Dimensi Kolom b = 400 mm h = 400 mm Type Kolom αs = 30 2 Dimensi Pondasi B = 2.40 m ha L = 2.40 m B=L ht = 0.40 m 3 Mutu Beto...

Description

Pondasi Tapak Beton Type Bujursangkar Project : Ruko Permata Juanda Surabaya Client : Mr Bunawan Engineer Checked Approved Name Lutfi Ari Date 4/9/2022 21:11 Data Struktur : Pu Mu 1 Dimensi Kolom b = 400 mm b h = 400 mm Muka Tanah Type Kolom αs = 30 2 Dimensi Pondasi B = 2.40 m ha L = 2.40 m B = L ht = 0.40 m 3 Mutu Beton fc' = 20 Mpa ht 4 Mutu Baja fy' = 320 Mpa 5 Besi tulangan D = 19 (dipakai) L 6 BJ Beton γc = 24 KN/m3 L Data Tanah : 6 Daya dukung tanah = 105 Kpa 7 Berat tanah γt = 17.20 KN/m3 8 Tebal tanah diatas ha = 1.20 m pondasi h B Data Beban : B = L 9 Beban P ultimate Pult = 384 KN 10 Beban M ultimate Mult = 18.25 KNm b Result Cek Status Pondasi : Tegangan yang terjadi pada tanah = 104.82767 < 105 OK! = 88.98566 < 105 OK! Kontrol gaya geser 1 arah Ø.Vc = 422.617 Vu = 168.620 < 422.617 OK! Kontrol gaya geser 2 arah Ø.Vc = 1007.237 Vu = 508.641 < 1007.237 OK! Penulangan Pondasi Arah X = Y D 19 - 219 Author : Lutfi Andrian, WS WEB : E-mail : CR 2011 σt σmaks σmin www.kampustekniksipil.co.cc [email protected]...