Quote:
Originally Posted by Dinsdale
In the basement, the main support beam was wooden, and was supported by several adjustable metal columns with screws on the tops of them. The sides of the beam had several places where "gaps/cracks" were visible running lengthwise, tho not for the entire length ofthe beam.
My wife thought these a sign of structural problems. I wasn't so sure, and was at least willing to get an expert's opinion (if we had been interested in the house). I thought I remembered hearing that it was common for wooden beams to show such signs of stress at some point with settling, but there was no problem so long as there were not signs of ongoing settling. And the plaster walls and ceilings looked quite solid throughout the house.
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The cracks in the beam are probably the result of shear flow (interlaminar shear due to bending), indicating that the beam was not adequately supported, hence the jackstands installed later to support the beam. This is fairly common in older houses that were constructed prior to standardized building codes. (Also be aware that the beam was probably untreated lumber, and possibly age seasoned rather than kiln dried as modern construction-grade lumber is, and so will be more prone to thru-cracking as it ages.)
Wood is nature's natural long fiber composite material, and as a result is very strong (yellow pine is slightly stronger per weight than steel) but like all composite materials it is only as strong as its largest flaws. Modern wood beam construction is almost exclusively laminated materials like Glulam(TM) or laminated veneer lumber, which limits the size of innate flaws and the degree to which they can propagate.
Whether the structure is compromised or not would have to be evaluated by a structural engineer, which you should do if you were planning to buy the house. If the beam is adequately supported by the jackstands, and they have adequate footing so that they won't sink faster than the house does, it's probably not an issue. However, looking at the wall and ceiling plaster is not a good indication; especially with plaster & lath construction, as it is relatively easy to patch cracks and since the surface is never as smooth as gypsum board it is difficult to tell if there is an inherent flaw. A better indication is looking at the squareness of door frames, especially those that are most effected by the deflection of the beam. An experienced inspector should be able to tell you if there are indications of excessive settling, but again, a structural engineer should be consulted to assess the adequacy of the required supports.
Stranger