Earthquakes Loads As per IS 1893 : 2002 MUSE 11B Building Step: 1 Design Horizontal Seismic Coefficient, Ah = ZISa / 2Rg where, Z = Zone Factor (Table 2) I = Importance Factor…
PRESENTATION BY FOUNDATION By Dhananjaya.s CONTENT Introduction. Types. Conclusion. Reference. INTRODUCTION It is the main components of the building. It is the lowest part…
A Seminar report On DESIGN OF SHALLOW FOOTING In partial fulfilment of requirements for the degree of Bachelor of Engineering In Civil Engineering SUBMITTED BY: Deepak Kumar…
1 MURUGAVEL CIVIL ENGINEER 7-Mar-14 1. In case of Raymond pile A. lengths vary from 6 m to 12 m B. diameter of top of piles varies from 40 cm to 60 cm C. diameter of pile…