Engrman
Structural
- Apr 2, 2002
- 54
Hi All, I have a small DOD project that requires the door frames be anchored to the wall to withstand blast loads. I was given the following:
blast load from charge weight II is 2.24 psi with an impulse of 14.5 psi/msec. Is there any way to convert that to a static load for design?
blast load from charge weight II is 2.24 psi with an impulse of 14.5 psi/msec. Is there any way to convert that to a static load for design?