Is the lap length of vertical rebar in columns effected by the strength of the concrete? For example if I have 9ksi concrete for levels 10-20 and 8ksi concrete for levels 20-30, would I need a longer rebar lap length for columns in levels 21-30 than in levels 10-20? I am working reviewing rebar...
Currently I am working on resolving a request for information. We have piles with rebar that hooks into the concrete foundation. In some of these piles the rebar has been broken and cut. My boss would like me to have new rebar welded to the outside of these piles. I am trying to figure out where...
