If you have the compression strength of 4000 psi or greater in your cylinder test breaks.
What are the long-term effects with not having any aggregate fractures (bond failure); cylinders with lateral and Hort. shears and no concrete stink to the rebar (rebar can be washed clean with minimum to...
Does anybody have any Fabrication and Inspection suggestions or concerns with welding Duplex SS like (2205)?
I have inspected 304,316,347 SS. Any help with the farication and in-process/final inspection?
What MPH would you require shelter or blocks? I want to very specific to my contractors on what the requirments are. With the code being very vague(excessive winds)there is an argument factor left open.
