Need a book? Engineering books recommendations...

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

Re: Corner Reinforcement and Moment

[Subject Prev][Subject Next][Thread Prev][Thread Next]
In a message dated 10/18/06 10:49:21 AM, William.Sherman(--nospam--at) writes:
With a single mat of steel centered, you can keep the bend in the middle.

Isn't that a lot like putting the primary tension reinforcement at mid-depth of a structural slab?

Ralph Hueston Kratz, S.E.
Richmond CA USA