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SHEAR WALL

Guided by : SUMI ELDHOSE DELISEN BABUAssistant professor ROLL NO:21 S7 Civil

SNGIST

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OVERVIEW IntroductionShear wallArchitectural aspectApplicationsFunctionsDesign Forces actingComparisonAdvantages and DisadvantagesPictorial viewConclusionReference

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INTRODUCTION Increase in the construction of tall buildings both

residential , ,commercial and the modern trend is towards more tall structures.

The effects of lateral loads like wind loads, earthquake loads and blast forces are

attaining increasing importance.Almost every designer is faced with the problems of Providing adequate strength and stability against lateral loads.

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SHEAR WALL

Shear walls are especially important in high-rise buildings.In residential buildings, shear walls are external form a box

which provides all of the lateral support for the building.Resist : Lateral loads , Seismic loads , Vertical Forces(gravity)Reduces lateral sway of the buildingProvide large strength and stiffness to buildings in the direction

of their orientation.Rigid vertical diaphragm transfers the loads into Foundations

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Shear walls behaviour depends upon : material used, wall thickness, wall length, wall positioning in

building frame also.

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ARCHITECTURAL ASPECT

Shear walls provides large strength and Stiffness which reduces lateral sway ,reduces damage to

structure and its contents.Overturning effects are large. Design of foundations requires special attention. Moment-resistant frame must be provided along the other direction to resist strong earthquake effects.Special design checks are required Inorder to carry the horizontal earthquake force.

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APPLICATION Shear walls are not only designed to resist gravity / vertical

loads but designed for lateral loads of earthquakes / wind.walls are structurally integrated with roofs / floors

(diaphragms) Other lateral walls running across at right angles, thereby

giving the three dimensional stability for the building structures.

Walls have to resist the uplift forces caused by the pull of the wind.

Walls have to resist the shear forces that try to push the walls over.

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Walls have to resist the lateral force of the wind that push the walls in and pull them away from the building.Shear wall structural systems are more stable. Supporting area with total plans area of building, is

comparatively more, unlike in the case of RCC framed structures.

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FUNCTIONS

Strength and Stiffness Strength -Shear walls must provide the necessary lateral strength to

resist horizontal earthquake forces. When shear walls are strong enough, they will transfer these

horizontal forces to the next element in the load path below them, such as other shear walls, floors, foundation walls, slabs or footings.

Stiffness -Shear walls also provide lateral stiffness to prevent the roof or floor above from excessive side-sway.

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When shear walls are stiff enough, they will prevent floor and roof framing members from moving off their supports.

Also, buildings that are sufficiently stiff will usually suffer less nonstructural damage.

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DESIGN (a)The thickness of the shear wall should not be less than

150mm to avoid unusually thin sections. (b) The minimum reinforcement in the longitudinal and

transverse directions in the plan of the wall should be taken as 0.0025 times the gross area in each direction.

Uniform distribution This helps in controlling the width of inclined cracks that are

caused due to shear. (c)if the wall thickness exceeds 200mm, the reinforcement

should be provide in two layers.

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Each bars running in both the longitudinal and transverse directions in the plane of the wall.

The use of reinforcement in two layers reduces fragmentation and premature deterioration of the concrete under cyclic loading.

(d) The maximum spacing of reinforcement in either direction should be lesser than” lw/5”,3tw and 450mm

where “ lw “ is the horizontal length and “tw” is the thickness of the wall web.

(e)The diameter should not exceed 1/10 th of thickness of wall web.

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FORCES ACTING

Shear walls resist two types of forces: Shear forces and uplift forces. Shear forces are generated in stationary buildings: By external forces like Wind and Waves. Uplift forces greater on tall short walls and Less on low long walls. Bearing walls have less uplift than non-bearing walls. Equal length shear walls should be placed symmetrically. It can also provide in interior , if exterior wall can’t provide sufficient strength and stiffness.

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COMPARISON Load bearing masonry is very brittle material. Due stresses such as shear, tension, torsion, etc., caused by the

earthquakes, the conventional unreinforced brick masonry instantly collapses during the unpredictable and sudden earthquakes.

The RCC framed structures are slender, when compared to shear wall concept of box like three dimensional structures.

it is possible to design the earthquake resistant RCC frame, it requires extraordinary skills at design, detailing and construction levels, which cannot be anticipated in all types of construction projects.

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Even moderately designed shear wall structures not only more stable, but also comparatively quite ductile.

During very severe earthquakes they will not suddenly collapse causing death of people.

They give enough indicative warnings such as widening structural cracks, yielding rods, etc., offering most precious moments for people to run out off structures.

For structural purposes we consider the exterior walls as the shear-resisting walls.

Forces from the ceiling and roof diaphragms make their way to the outside along assumed paths, enter the walls, and exit at the foundation.

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ADVANTAGES

Thinner walls.Light weight.Fast construction time.Fast performanceEnough well distributed reinforcements.Cost effectivenessMinimized damages to structural and Non structural elements.

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PICTORIAL VIEW

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CONCLUSION

Thus shear walls are one of the most effective building elements in resisting lateral forces during earthquake.

By constructing shear walls damages due to effect of lateral forces due to earthquake and high winds can be minimized.

Shear walls construction will provide larger stiffness to the buildings there by reducing the damage to structure and its contents.

Not only its strength , in order to accommodate huge number of population in a small area tall structures with shear walls are considered to be most useful.

Hence a developing country like India, shear wall will be a backbone to our construction industry.

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REFERENCE U.H. Varnayi in his second edition of “Design of structures” S.K. Duggal in his “ Earth quake resistant design of structures”

Page no:301 ,8.12 about Shear walls. S.K. Duggal in his “ Earth quake resistant design of structures “

pg.no:305 on flexural strength 8.14.1 case:1, case:2. S.K. Duggal in his “ Earth quake resistant design of structures”

8.16 Design of Shear walls which is also given in Is code 13920:1993

I.S 456:2000 As per clause 32, design for wall describes, design of horizontal

shear in clause 32.4 given details of how shear wall have to be constructed. I.S:1893 Criteria of Earth Quake resistant Buildings Part (3) page

23, clause 4.2 gives the estimation of earth quake loads. In IS: 13920:1993 it gives the ductile detailing of shear wall as per

clause 9, 9.1

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