Thread: Beam math
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Stormin Mormon
 
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I thought you'd say some thing like if you have one bottle of Jim Beam you
get a lot of friends and some work done. Two bottles, you get more friends
and less work.

--

Christopher A. Young
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"William Pounds" wrote in message
...
I'm planning on removing a load bearing wall, so I've been doing some
preliminary investigation. Don't worry I'll have an engineer when I can find
one willing to do a small job.

The wall in question is about 16' and is located on the main floor of a two
story house. The basement has a 20' steel beam (W10x30) in the same
location. I was concerned that placing the end post of the upstairs beam 4'
from the end of the basement beam would stress the steel beam too much. So I
plugged the numbers (1200 * 20 vs 1200 * 4 + 9600 + 9600) into a couple of
beam programs and discovered that the deflection numbers actually decreased.
I must be missing something here?