I appreciate any help on this.
2x4 load bearing floor.
Due to its structure wood does not allow much conductivity which is why wooden doors are ideal for keeping hot summers and freezing winters at bay.
If you lay a 2x4 down the cross sectiontal area is the length of the beam l times the thickness of the beam.
I can t imagine a garage layout that would have a span short enough to make with 2x4 s even sistered.
But for load bearing walls it s an entirely different story.
The integrity of the overall building depends not only upon the strength of these components but also.
The larger this cross sectional area the better the beam does at resisting the load.
There is no matching wall on the first floor.
The gc expressed concern that the wall was bearing a lot of weight and we should do something to strengthen it but the architect felt the standard 2x4 construction would be fine.
Therefore wooden houses can stay warm in winter and cool in summer.
Is this a crazy idea or marginally reasonable.
If the wall is load.
Deck exterior and interior load bearing walls beams girders posts and floor framing.
There are no planned changes to the load bearing wall on the first floor which runns down themiddle of thehousemade up of 2x4s 16 oc.
That s just 1 5 for dimensional lumber.
Then 2x4s 4 high 16 centers are adequate.
This wall would fall under a load bearing wall design or cripple wall design in section 602 of the irc code book.
A load bearing stud wall is any of the exterior walls in a wood framed house or an interior partition that supports a distributed load joists or a point load beams.
The wall itself is composed of wood studs at 16 inches on center and is constructed in the same way as non load bearing interior partitions.
This is not a load bearing wall however.
First you must determine if the wall is load bearing or not.
If there s wall board covered ceiling suspended from the underside of that floor the dead load increases to about 10 pounds per square foot.
As long as the wall you intend to remove is not load bearing you can take it down with little thought toward structural support of the ceiling above.
The roof is pitched about 7 12 and the roof rafters are 2x6.
Non load bearing walls vs.
Shear walls or steel moment frames in homes with large windows or other large openings provide the strength to resist lateral loads.
How about putting support bars between the roof rafters and the 2nd floor 2x4 joists to transfer some of the load to the stronger roof joists.
3 5 for dimensional lumber.
If one end of the span is supported by a beam up the middle of the garage that probably wasn t sized to support a floor either.
You d also have to have the attachments to the top plate of the walls adequate to support the weight of the floor.
Stand the 2x4 up and its cross sectional area is l times the width of the beam.
When it comes to load bearing capacity strength weight ratios and insulation wood generally scores in every respect.
A typical wood frame floor covered with carpet or vinyl flooring has a dead load of about 8 pounds per square foot.