Decorative column.
LOAD BEARING WALLS Walls that must support the dead load of their own weight and the weight of subsequent bearing structural members placed upon them. In addition, load bearing walls must be capable to carry the load of "live" loads that are anticpated to be placed upon the the system without deflection that can degrade or negatively impact structural intergrity. NON LOAD BEARING Walls that are only intended to support themselves and the weight of the cladding or sheathings attached. Non load bearing walls provide no structural support and may be interior or exterior walls. Non load bearing walls must be braced to resist minimum 5 psf lateral loads.
A planted column is a structural member where in it is seated on top of a non axial bearing member. Like Slabs or beams to be able to answer the structural needs and requirements without sacrificing interior and architectural design
Columns are structural compression members which transmit loads from the upper floors to the lower levels and then to the soil through the foundations. Since columns are compression elements, failure of one column in a critical location can cause the progressive collapse of adjoining floors, and in turn, even the collapse of the entire structure. Although tied columns are most commonly used because of the lower construction costs, spirally bound circular columns are also used where increased ductility is needed, such as in earthquake zones. The ability of a spirally reinforced column to sustain the maximum load at excessive deformation prevents the complete collapse of the structure before total redistribution of moments and stresses is complete. Failure in columns could occur as a result of material failure or by loss of lateral structural stability. If a column fails due to material failure, it is classified as a short column, as opposed to the slender column whose failure is by buckling. The program generates the axial load vs. bending moment interaction diagram of an unconfined circular concrete column, with uniform arrangement of non-prestressed reinforcing bars. The program takes into account the slenderness effects.
Masonry cement is basically normal Portland cement with added ingredients to provide the plasticity required for masonry work. Masonry cements are pre-packaged primarily as either Type N Masonry Cement or Type S Masonry Cement. Other types are available for specific circumstances. Type N Masonry mortar is recommended for general use in building non-load bearing walls as well as for exterior veneer walls not requiring high strength. Type S Masonry mortar is recommended for use in all masonry below grade as well as in building exterior load bearing walls requiring high strength. DO NOT use masonry cement for concrete jobs
Non suspended concrete slabs sit on the ground directly. They are different from suspended slabs because suspended slabs are above the ground and are supported by beams.
Non load bearing walls are walls that the weight of the roof is not supported on. Any wall that runs parallel will roof joists will be non load bearing.
LOAD BEARING WALLS Walls that must support the dead load of their own weight and the weight of subsequent bearing structural members placed upon them. In addition, load bearing walls must be capable to carry the load of "live" loads that are anticpated to be placed upon the the system without deflection that can degrade or negatively impact structural intergrity. NON LOAD BEARING Walls that are only intended to support themselves and the weight of the cladding or sheathings attached. Non load bearing walls provide no structural support and may be interior or exterior walls. Non load bearing walls must be braced to resist minimum 5 psf lateral loads.
Interior closet walls are typically non-load bearing walls.
No.
Non-load-bearing walls support only themselves; they are interior partition walls. They have a single top plate. While non-load-bearing walls might run perpendicular to floor and ceiling joists, they will not be aligned above support beams. As the name implies, load-bearing walls carry the structural weight of your home. Load-bearing walls in platform-frame homes will have double top plates. That is, two layers of framing lumber. Note: all exterior walls are load bearing; I got this from another site.
A partition wall divides a larger space. Non load bearing means that it's not supporting the floor or wall above.
The question answers itself. Load bearing are holding something up. The second floor or the roof. They usually run in the opposite direction of the peak of the roof. Any wall may be load bearing, you just have to look and see what is on top of it. A non load bearing wall is just holding itself and can usually be removed without causing any problem.
Non load bearing walls are built just like every other wall with the excepttion of sheer walls they will have been sheeted with osb prior to drywall
It is not necessary if it only needs to support the weight of the sheetrock. They are non-load bearing.
A crack that does not affect load bearing capacity of a structure
facade
Determine if it is supporting anything besides itself. Roof, second floor. You just have to look at the structure and figure it out.