All non-steel rebar strengths are typically shown as tensile, whereas they can't bend nearly as much as steel rebar, and that's what you want in a quake. A quake won't stretch the rebar.
Hello sir We are currently doing mock up for this FRP bar on site, I wan to know what precaution shall be take to execute properly and also need some information about testing.
Sir please define it on RU-vid so many things but not like this pls elaborate whole method from placing of coupon to computer graph reading and what does it implies Bec u have source and I/we want to learn or understand it without any ?
