KPD1965
01-05-05, 04:25 PM
I currently have a 36' 4"x8" I-Beam supporting a portion of my house. (The home is a single story).
The beam is supported at one end by the concrete foundation and the other end by a 4" pole. 12 feet
in from each end the beam are two additional 4" posts. Ideally I wouuld like to remove these
two posts.
I recently saw a new home under construction where the I beam had engineered beams (micro-lams) placed in
the webbing of the I beam (two on each side of the beam) and the entire assembly bolted together through
the I beam.
My question: Is this a viable method for increasing the strength of the I beam to reduce deflection? Or
are there other solutions I may be overlooking. On the extreme side would adding a second 4"x8" 36' beam
adequately cut the load in half?
I plan to have this looked at by an Architect or P.E. but wanted to get other opinions to solving this problem.
The beam is supported at one end by the concrete foundation and the other end by a 4" pole. 12 feet
in from each end the beam are two additional 4" posts. Ideally I wouuld like to remove these
two posts.
I recently saw a new home under construction where the I beam had engineered beams (micro-lams) placed in
the webbing of the I beam (two on each side of the beam) and the entire assembly bolted together through
the I beam.
My question: Is this a viable method for increasing the strength of the I beam to reduce deflection? Or
are there other solutions I may be overlooking. On the extreme side would adding a second 4"x8" 36' beam
adequately cut the load in half?
I plan to have this looked at by an Architect or P.E. but wanted to get other opinions to solving this problem.