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Re: removal of post for 18 ft clearanceFrom: info@builderswebsource.com Category: Structural Remote Name: 63.198.181.43 Date: 29 Mar 2002 Time: 11:01 PM
CommentsWithout knowing all the loads on the beam (including live and dead loads, snow, wind, seismic, etc.), we cannot specify a recommended solution. Furthermore, this is a "continuous" beam analysis with various spans, which is a more complex calculation. This job is best left to a structural engineer. However, almost any problem has a solution. It is often possible to supplement an existing beam with a 2nd member, but this is no guarantee that the deflection or shear will be within safe limits. Due to the safety nature of your question, we strongly advise you to consult with a licensed engineer who can do a proper evaluation of your onsite conditions, recommending a suitable reinforcement alternative. Builders Websource.
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