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...
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...
