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The loading is determined b using the approriate design loads.  The residential loading is typically 40 PSF LL and 15 DL.  The total load is varios combinations, but lets say DL + LL =55 PSF (no load bearing walls in the interior).  The tributary area of the center beam is 12 ft. So the beam loading is ~660 PLF.  The deflection limit usual is L/360.

Using these parameters you can use a W12x30.  But you must design for the 8.3 k reaction at the ends

b001,,

Using your 660#/ft your 12"x30#  works only if it has ""full lateral side support "".  If he can"t support it fully then a 12"x40# works fine with a "actual"deflection of .58" ..with a allowable def. of .800"..

If you need the 8" height criteria, you can use a 8"x58#

But none of this will work without addressing and designing proper end supports!!!!!!

Please see your local Structural Engineer, you need to get this design finished with proper end supports and or new footings.  Hope this gets you in the ball park.

Ray  PE

sorry to be unhelpul but..... hire a PE

Ray72, don't the 2x12 @ 2' oc provide lateral support?  I indicated the supports were required by giving the end reaction.
  

Thanks to you for responding about my I-beam question.  I had two seperate structual engineers in town here crunch my numbers and the W8x58 is the final answer.  Of course with proper footings for the end loadings.  This is a great site and I am very impressed with the help!

Thanks, Mark

Always happy to see that you go in the right direction.

Ray

I'd like to see how you plan on getting a 24 foot beam weighing almost 1400 pounds in to your basement.

Be careful using steel in a residential building.

In a fire the steel will heat up and lose its strength. It was this loss of strength in a fire that caused the collapse of the World Trade Centre. The facility survived the aircraft impact and only when the steel lost strength enough to buckle did the collapse occur.

Steel in a residential fire may not lose enough strength to collapse but when the fire fighters get there they will spray water on everything. This will cause a sudden contraction of the beam and it may warp and buckle. I have seen residential steel beams twisted like a pretzel after a fire. The twisting of the beam can cause as much damage as the fire.

Fire protection is essential and I would suggest that you check with your insurance company to see what effect this has on coverage and rates.

At almost ¾ of a ton this is not a do it your self project. The 58 in the W8x58 are the pounds per foot.  I would suggest that you price this out first, including delivery.

How are you going to support the house when the existing beam is being removed before the steel one is in place?

You could also look into adding additional wooden beams, parallel to the existing one and perpendicular to the joists, thus breaking the joist span into four spans. You should be able to design a built up beam that will span the 24’ if the joist load is short enough.  

Under the Canadian Building Code, Table A-8 forming part of clause 9.23.4.32(3) a 5 ply 38x286 (2x12) will span 7.03 m or (23 ‘) with a 2.4m (8’) supported joist length if you use Douglas Fir select structural grade. To go outside this range you would need an engineers design but I would think that a 6-ply beam would work.

You could also use an engineered wood product or wood truss. This could be a do it yourself project and not weigh as much. The existing beam could stay in place until the new supports are in place.

Rick Kitson MBA P.Eng

Construction Project Management
From conception to completion
www.kitsonengineering.com

RDK,  the man wanted ... "I'm hoping a 8" I-beam will work out"

All of your post is a nice reference, but the 8" height requirement for the design is what's needed, we can always do it at 12".  As far as the fire situation goes, do you really think that a 24' square, one story bungalow building will generate enough heat to last until all the combustion material is exhausted and then bend the beam?  I imagine, that after the fire, the house will supply enough charcoal to roast the 600# pig using the new 8x58 steel beam.   LOL

boo1
""Ray72, don't the 2x12 @ 2' oc provide lateral support?  I indicated the supports were required by giving the end reaction.""

The new end reaction loading only holds the beam up. The existing overlapping joists just sitting on the new clear span do not laterally support the steel beam.  Joist attachments must be spec'ed out by his Engineer depending on his solution.

pylko
""I'd like to see how you plan on getting a 24 foot beam weighing almost 1400 pounds in to your basement.""
 
Any Engineer,  with experience in  the field, can see that his clients can complete his designs.

Ray72
When I have installed steel I beams, we fastened a 2x on top then nailed the joist or rafters to the 2x.  I have never seen joist or rafters laying (un-attached) to a beam.  so....

Ray72

I said “Steel in a residential fire may not lose enough strength to collapse but when the fire fighters get there they will spray water on everything. This will cause a sudden contraction of the beam and it may warp and buckle. I have seen residential steel beams twisted like a pretzel after a fire. The twisting of the beam can cause as much damage as the fire.”

I did not say that the beam would collapse due to the fire; in fact I said that it might not. What can happen is that the beam will distort due to differential cooling due to fire fighters spraying the hot beam with cold water. This I have seen in a smaller storage facility that had only a small combustible load.

The 8” depth was not an absolute height restriction; it was simply a hope by the original poster that he could get away with this depth of beam. He never said if there was a height restriction.

And finally, yes any engineer should be able to see that his designs are implemented. Neither pylko nor I ever said that it would be impossible, just difficult and possibly impractical and most likely costly.

I feel based on the description here that using additional wood beams would be a more practical solution to the problem from ease of construction, cost and fire safety aspects. That type of solution to any problem should be the goal of every engineer.

Rick Kitson MBA P.Eng

Construction Project Management
From conception to completion
www.kitsonengineering.com

looking at the beam again, W12x30 is wrong. The correct size was W12x40.  

If u are using steel, consider ordering it blasted and primed.  It will save you many hours for only a few bucks.

To all posting, thanks again for all the info, I like this "heated" discussion!  I will take all ideas into consideration.  Getting the beam in place will be a challenge.  I will be using blocks and hydraulic jacks to inch it up. I don't ssee a problem with drilling a 1/4 hole through the I-beam flange at each joist location to provide a screw hole to secure the joist to the I-beam.  The I-beam will be wrapped with sheetrock, as well as the whole room, which should provide some fire protection.

Thanks again,
Mark
http://homepage.mac.com/sweetvenom/Menu17.html

For the sheetrock use 5/8" "X" type for the fire resistance.

I would consider getting the steel beam long enough to be supported by the basement walls. This would preclude jacking the beam in place from the inside of the basement. You would have to cut a hole in the basement wall and pass the beam through the basement wall just under the floor level. You may need some additional end support in addition to the basement wall.

You could build a false floor with blocking and pass the beam through horizontally. This would allow you to push and or pull the beam into position. You would then fill the hole in the concrete wall with concrete and shim between the joists and the beam.

For fireproofing you might want to consider, in addition to the fire rated drywall, some spray on fire proofing insulation. This is basically cellulose that will insulate the beam.

Like we have said before, this is not a do it yourself type of project. If you want to provide the labour yourself, at least hire one steel worker, experienced in these types of lifting techniques and work. There are some real safety issues in working with this sort of weight.

Rick Kitson MBA P.Eng

Construction Project Management
From conception to completion
www.kitsonengineering.com

Hi,
 This is a follow up post on installing the I-beam.  The installation went fine.  I have pictures of the install at: http://homepage.mac.com/sweetvenom/PhotoAlbum23.html .  Thanks for all your ideas and help!.

Mark