Raghav Aggarwal

Home Owner | Gurugram, Haryana

For construction of a new column in the existing area, the contractor has done something like as shown in the picture below. Is this the right technique and will it provide enough strength to bear the load?

Comments

Sobhan Tyagi

Architect | Saharanpur

completely wrong immediately hire any engineer otherwise contractor will make your big loss

Mohinder singh

Interior Designer | Delhi

call me on 7678485616.

Poorva Aggarwal

Architect | Delhi

please connect with us for interiors and exterior design services 9625691288

dulare shaikh

Plumber | Delhi

plumber ke kaam ke liye contact kare 7292070265

AAB Interior

Interior Designer | Faridabad

totally wrong work...no load will be diverted on it, because of thinning of bars

Venkata Prasad Pamidi

Civil Engineer | Delhi

completely wrong, calculate with the no of floors , how much load on each floor calculated if it is a framed structure , calculate the the load on each column, depend on that steel will be provided

AAB Interior

Interior Designer | Faridabad

बेकार हैबिल्डिंग गिरने में ज्यादा समय नहीं लगेगा

Manish panchal

Civil Engineer | Gurugram

plinth beam ke niche se bricks htwa do or casting krva do

Manish panchal

Civil Engineer | Gurugram

thik hai no problem but ek chij dhyan rkho ke niche footing proper honi chahiye dono side ke bar alg ho no problem but footing ek honi chahiye taki load easily distributed ho jae or below plinth lvl rings ka dhyan rkhna