![](/images/smile/120.jpg)
![](/images/smile/285.jpg)
![](/images/smile/39.jpg)
![](/images/smile/221.jpg)
![](/images/smile/134.jpg)
![](/images/smile/191.jpg)
![](/images/smile/175.jpg)
![](/images/smile/233.jpg)
![](/images/smile/62.jpg)
![](/images/smile/269.jpg)
![](/images/smile/125.jpg)
![](/images/smile/240.jpg)
![](/images/smile/31.jpg)
![](/images/smile/231.jpg)
![](/images/smile/145.jpg)
![](/images/smile/259.jpg)
![](/images/smile/79.jpg)
![](/images/smile/224.jpg)
![](/images/smile/55.jpg)
![](/images/smile/219.jpg)
![](/images/smile/157.jpg)
![](/images/smile/308.jpg)
![](/images/smile/113.jpg)
![](/images/smile/311.jpg)
![](/images/smile/128.jpg)
![](/images/smile/282.jpg)
desain pondasi beton раханг (PDF) PERHITUNGAN PONDASI | Debora Alfaaditia . PROJECT WORK 1 TEKNIK SIPIL TEKNIK KONSTRUKSI GEDUNG PERHITUNGAN PONDASI TELAPAK DATA PERENCANAAN Dimensi Kolom b = 500 mm h = 500 mm hc di tanah = 2000 mm A kolom = 0,25 m2 Kekuatan bahan fy = 400 MPa f'c pondasi = 25 MPa f'c kolom = 30 MPa ϒ tanah = …
![](/images/whatsapp.png)
![](/images/smile/137.jpg)
![](/images/smile/290.jpg)
![](/images/smile/117.jpg)
![](/images/smile/204.jpg)
![](/images/smile/36.jpg)
![](/images/smile/346.jpg)
![](/images/smile/164.jpg)
![](/images/smile/223.jpg)
![](/images/smile/153.jpg)
![](/images/smile/234.jpg)
![](/images/smile/43.jpg)
![](/images/smile/224.jpg)
![](/images/smile/45.jpg)
![](/images/smile/319.jpg)
![](/images/smile/144.jpg)
![](/images/smile/179.jpg)
![](/images/smile/57.jpg)
![](/images/smile/181.jpg)
![](/images/smile/66.jpg)
![](/images/smile/325.jpg)
![](/images/smile/97.jpg)
![](/images/smile/187.jpg)
![](/images/smile/24.jpg)
![](/images/smile/282.jpg)