I am currently designing concrete pad footings for transmission towers with biaxial moments combined with horizontal forces. All the reference literature I have only consider the case with full compression under the full area of the base i.e no tension to underside of the base which would imply...
You could also try this book;
Structural Foundation Design by Curtins although it is in metric units but a very well presented text book for the practising engineer.
Dear ALL,
I am currently carrying out an assessment of an existing concrete ribbed floor slab for computer euqipment loading. Anyone with suggestions for carrying out the survey and hints to what I should look out for. I would be curious to know how to treat the load safety factors for...
