The problem for us is that we cannot get clearance for the programs until we have a government contract, and right now we have always only made it to the prelim design stage and have never been granted the contract...
I am in the process of designing a facility for exterior blast loads. Based on my requirements given to me, I have 55# of TNT at a standoff distance of 25 ft. I am finding extremely high pressures due to these requirements (Pr= 70 psi, Pa for the roof = 18.4 psi). Does anybody have experience...
