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I am puting elevated 7inch thick slab of concreet on on top

 

Customer Question

I am puting elevated 7inch thick slab of concreet on on top of 2 12"x8"x.5" rectangular steel tubing with a free span of 30 feet. Slab is 7.5'x30'. Is tubing overkill and how much rebar and what size do I need. This is a extension of my existing concreet walkout deck off my house. It will need to suport people weight. What grade of concreet should I order how many bag mix. I am using tubing instead of I beam because birds nest on I beam.

Submitted: 331 days and 2 hours ago.
Category: Structural Engineering
Value: $30
Status: CLOSED
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Expert:  StructuralEng replied 331 days and 2 hours ago.


StructuralEng : Hi
StructuralEng : I can help with this.
StructuralEng : Let me read closer
StructuralEng : I can't really design te slab and check the beams under one question for this value.
StructuralEng : I can have an email sent letting you know what that would be or you could ask a separate question for one
StructuralEng : Do you have a preference?
StructuralEng : Are you able to see my text?
Customer :

you can not figure concreet wihout knowing what suports it and visa versa

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Expert:  StructuralEng replied 331 days and 1 hours ago.

Our chat has ended, but you can still continue to ask me questions here until you are satisfied with your answer. Come back to this page to view our conversation and any other new information.

What happens now?

If you haven’t already done so, please rate your answer above. Or, you can reply to me using the box below.

Customer replied 331 days and 1 hours ago.

I got no answer other than wanting more money so not interester I can have local shop I trust answer for less

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Expert:  StructuralEng replied 331 days and 1 hours ago.

I'm sorry you feel that way, but I can assure you that you will not get a licensed PE to answer this for less than your deposit here - it will be more in the 300 range, at a minimum.....with no stamp.
Of course you can design each separately, I do it every day. The slab design is dependent only on the span and loading, that has nothing to do with the actual size of the steel beams. The beam can be designed with the load, span, and beam spacing.....it has nothing to do with the actual rebar in the beam. The slab thickness would make a difference, but you've defined the thickness an are only asking for the rebar.

I do wish you the best with your project.

 
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