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in any framed structure all verrical member are bear lateral force and vertical force
in my openinion if the aspect reto more then 2 then this member can be designed as shear wall but in this wall minimun reinforcement provide as per column because this member also carry vertical load
What else can I help you with?
What is the difference between a single house and a double house?
A single house is otherwise known as a detached house. A double house is a semi-detached house. Semi detached houses have one shared built wall whereas a detached has space all around it..
How do you wall jump on transformice?
You wall jump by a lot of practice :left wall jump press right key then up arrow then left arrow it takes time and practive dont think you will get it first time :) :right wall jump the axact opposite of left right arrow first then up then left Tip: do it as fast as possible and hold the arrow down for longer (rthe arrow which if facing away from the wall ) thannkkuuu
If one wall is 9 feet long 3feet breath 3feet height and per squre feet rs 10 then what is the cost of the wall?
9*3*3=81 square feet cost of wall is 81*10=rs 810
How many 4 inches by 8 inches bricks are needed to build a wall 6 ft wide and 24 feet long?
There are 12 inches in one foot. Therefore the wall is 72 inches tall and 288 inches long. The area of that wall is 20, 736 inches squared. The area of one brick (4 inches X 8 inches) is 32 inches squared. The area of the wall divided by the area of one brick gives you the number of bricks need to make the wall (20736/36). The answer is 648. Therefore with a 4 by 8 inch brick you need 648 bricks to make a 6 by 24 feet wall.
In a 4inch wall how many bricks are in 23 ft?
92
When you will say the wall is shear wall in masonry?
If the wall is subjected to shear forces due to horizontal loading, it becomes a shear wall whether it is a masonry or a concrete wall.
What is the coupled shear wall?
The multistorey shear wall will opening are called coupled shear wall. these can be idealised by a frame with infinite joints. the coupled is thus represented as a frame accept.
What is the difference between shear wall and load bearing wall?
A "load-bearing" wall is typically defined as a wall supporting any vertical load in addition to its own weight. A shear wall transfers lateral loads from a roof, ceiling or floor diaphragm to a foundation or other element. Although a shear wall might not carry gravity loads from roof or floor forces, it can still be considered load-bearing as the lateral forces induce a rotational, or overturning moment in-plane with the wall, which results in vertical reactions at the boundaries of the wall. These forces are in addition to the shear, or sliding forces induced in the wall. {Building plans examiner response}
Types of Shear wall - Explain?
A shear wall does two things. It acts as a brace that will not allow the wall to lay down accordion style. It also acts as a barrier to projectiles in a high wind situation. A shear wall is an INTERIOR wall that is lined one side with plywood, from exterior wall to exterior wall.
What is the formula for calculating wall shear stress in fluid dynamics?
The formula for calculating wall shear stress in fluid dynamics is du/dy, where represents the wall shear stress, is the dynamic viscosity of the fluid, and du/dy is the velocity gradient perpendicular to the wall.
Why shear is not considered in design of columns?
shear is not critical in designing normal columns (3-5 meter height). but in short columns (Pedestals) around 1meter height or less, shear would be more critical rather than moment or axial force. this also happens for beams less than two meter length in moment resistant frames.
What are the general requirements for mathematical modelling of shear wall?
sex
What is the column length column to column of the Great Wall of China?
5 inches
What is the basic for gram stain results between different bacteria?
its the difference in cell wall of both the type of bacteria
What is a shear wall and how does it function in construction?
A shear wall is a structural element in a building that helps resist lateral forces such as wind or earthquakes. It functions by transferring these forces to the foundation, providing stability and preventing the building from swaying or collapsing.
What is the difference between pier and column?
Pier : It is constructed to the wall and some intervals to give support to the wall Column:It is constructed between the walls(corner of walls) to take the buckling effect....usually it is concrete structure
Is a wall made of load bearing blocks a shear wall?
Such a wall may, or may not, be a shear wall. The fact that a wall is of block, in and of itself, does not make a wall either a shear wall or a load-bearing one. Wood frame or metal studded walls can be either load-bearing or shear walls or both based on how they are put up. The key to determining whether a wall is, or should be, a shear wall starts from building codes such as the IBC (International Building Code.) Shear walls are designed to take the lateral stress without collapsing. A prime example of such stress is high winds against the sides of a structure. In shear walls, extra bracing is installed to make the wall able to withstand the added anticipated stress. Bracing can take various forms such as plywood sheathing sheets fastened against the studs, installing metal cross-type braces to the unfinished studs, and so forth. If you look at a typical interior studded wall and see no bracing, that tells you that that wall is not a shear wall. Generally under the Codes, all exterior walls should be installed as shear walls. Don't forget, also, that different jurisdictions may require different levels or enhancements of bracing. For example, Florida has higher requirements than other states so to have structures that are better able to withstand hurricane-force wind loads. Earthquake areas also have increased levels of performance required due to the loads that are applied against a structure "laterally" as is the case in any earthquake. Although many people think that structures, bridges, etc. collapse in earthquakes from "vertical" ground movements, that is not the case at all. "Lateral" movements are the issue with quake damage.
