Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Two way slab designed as one way

[Subject Prev][Subject Next][Thread Prev][Thread Next]
In a message dated 10/9/98 9:24:40 PM Pacific Daylight Time,
anacio(--nospam--at) writes:

<< Dick,
 How can there be flexural cracking  if   it  is designed to have one way
 In my opinion, the moments will be redistributed in the short direction
 before any failure occurs.
Just a comment: Do you think because you DESIGNED it as a one-way slab it will
ACT as a one way slab?????
Antonio S. "Tony" Luisoni