Design method for debris shielding
Design method for debris shielding
(OP)
Is there a standard practice for determining the loading on debris shielding used between steel bridge girders during concrete deck demolition? Is there an equivalent uniform pressure that is commonly accepted, or does one have to approach it with Newtonian physics?
Thanks in advance to anyone who has advice.
Thanks in advance to anyone who has advice.






RE: Design method for debris shielding
There was an identical post some months ago.
RE: Design method for debris shielding
RE: Design method for debris shielding
RE: Design method for debris shielding