Hi Rjeffery,
Please tell me fast where you are from ? I want to learn so much from you regarding engineering aspects specially testing for what you are planning to offer training .We can even join hands provided you are ready to struggle for the new venture in a new country-please contact...
Pug
I fully agree with Qshake ,let us discuss in forum and share with other members , I am eagerly waiting for this topic/s(as u said u have many topics) to be discussed-I appreciate your initiative --good luck
I am really surprised & shocked to know such problems so often in advanced countries where contractors know law (layer sui for small small neglegency)and client also try to appoint competent agency to do right job.Then how come such incidents are happening ??
If masonary wall is situated in a coastal or corrosive enviromental area any attempt of reinforcing by steel or prestressing wire will create problem in future so take care before you decide any method.
Is it canopy slab of two floor height? Do not take support of not only of sea wall but even existing 11 storey structure too i.e. have independent structure for proposed slab.
