To ask an engineering question please visit our forum site at Eng-Tips.
Browse our archive of questions and answers below or to access our old forum database of over 10000 questions and answers please visit the old
Ask@ forum.
Concrete Slab
Last Post 24 Oct 2014 06:40 AM by K Mass. 0 Replies.
|
Sort:
|
|
Prev Next |
You are not authorized to post a reply. |
|
K Mass
New Member Posts:2
|
24 Oct 2014 06:40 AM |
|
I am designing a one-way concrete slab for a loading dock with a substructure consisting of timber piles and steel I beams. I have situations where two concrete slabs abut one another and will be situated on top of a single I beam. How much of the edge of the concrete slab must be seated on top of the beam? Is there a standard for this ( if so please let me know the ACI code or wherever I can find this information)? Is this accounted for when shear calculations are made? If you need any clarification please let me know. Thanks. |
|
|
|
|
You are not authorized to post a reply. |
|