Plywood is the conventional material used in wood timber shear walls but with advances in technology and modern building methods other prefabricated options have made it possible to inject shear assemblies into narrow walls that fall at either side of an opening.
Shear walls concrete within a building.
Shear wall section and assumed reinforcement is investigated after analysis to verify suitability for the applied loads.
This wall consists of the reinforcements and concrete slab.
Types of the shear wall.
Besides buildings with cast in situ reinforced concrete.
The wall thickness of rcc varies from the 150mm to 400mm.
A structural reinforced concrete shear wall in a 5 story building provides lateral and gravity load resistance for the applied load as shown in the figure below.
Reinforced concrete shear walls are widely used shear walls for residential buildings.
Shear walls are the main vertical structural elements with a dual role of resisting both the gravity and lateral loads.
Forces on shear wall.
The shear wall rebars start from the building foundation and end to the building top.
The shear walls help resist the effects of wind and earthquake by providing a lateral resistance that is not provided by a frame where the members are pinned together.
Shear walls resist lateral forces viz earthquake force and wind force for high rise structure and gravity load for all type of structure.
Shear walls are generally used in high rise buildings subject to lateral wind and seismic forces.
Wall thickness varies from 40 mm.
The reinforcement is provided in both horizontal and vertical directions.
Shear walls can be built in concrete or steel typically concrete and typically surround the core of the building which is where the elevators and stairs typically are.
But at the end of each wall bars are closely spaced and anchored.
Sheet steel and steel backed shear panels in the place of structural plywood.
This is the most common type of this walls.
So the end zones of rc shear wall is called as boundary elements or barbells.
The lateral and gravity load resisting system consists of reinforced concrete walls and reinforced concrete slabs.
Shear walls mainly resist two types of forces.
The other is placed inside the building in the shape of core walls or channel section.
In highrise buildings shear walls are generally located at the center of the building normally in the form of core wall system to accommodate vertical translation systems such as lift.
Shear wall is the most effective building components that resist the lateral forces during earthquakes.
Shear walls are usually shear panels reinforced concrete walls reinforced masonry walls or light framed or braided wooden walls with steel plates.