Showing posts with label Building. Show all posts
Showing posts with label Building. Show all posts

BUILDING GYPSUM CHARACTERISTICS BASIC INFORMATION


Compared with other binding materials, building gypsum has the following characteristics:

1. Fast Setting and Hardening
The setting time of building gypsum changes with the calcination temperature, grinding rate and impurity content. Generally, mixed with water, its initial setting needs just a few minutes at room temperature, and its final setting is also within 30min.

Under the natural dry indoor conditions, total hardening needs about one week. The setting time can be adjusted according to requirements.

If the time needs to be postponed, delayed coagulant can be added to reduce the solubility and the solution rate of building gypsum, such as sulfite alcohol wastewater, bone glue activated by borax or lime, hide glue, and protein glue; if it needs to be accelerated, accelerator can be added, such as sodium chloride, silicon sodium fluoride, sodium sulfate, and magnesium sulfate.

2. Micro-expansion
In the hardening process, the volume of building gypsum just expands a little, and there won’t be any cracks. Thus, it can be used alone without any extenders, and can also be casted into construction members and decorative patterns with accurate size and smooth and compact surface.

3. Big Porosity
After hardening, the porosity of building gypsum can reach 50%-60%, so its products are light, insulating, and sound-absorbing. But these products have low strength and large water absorption due to big porosity.


4. Poor Water Resistance
Building gypsum has low softening coefficient (about 0.2-0.3) and poor water resistance. Absorbing water, it.wil1 break up with the freeze of water. Thus, its water resistance and frost resistance are poor, not used outdoors.

5. Good Fire Resistance
The main component of building gypsum after hardcning is CaS04*2H20. When it contacts with fire, the evaporation of crystal water will absorb heat and generate anhydrous gypsum which has good thermal insulation. The thicker its products are, the better their fire resistance will be.

6. Large Plastic Deformation
Gypsum and its products have an obvious performance of plastic deformation. Creep becomes more serious especially under bending load. Thus, it is not used for load-bearing structures normally. If it is used, some necessary measures need to be taken

BASIC REQUIREMENTS OF A BUILDING – CONSTRUCTION PLANNING


The planning and construction of a building should be aimed at fulfilling the following requirements:

1. Strength and stability
2. Dimensional stability
3. Resistance to dampness
4. Resistance to fire
5. Heat insulation
6. Sound insulation
7. Protection against termite attack
8. Durability
9. Security against burglary
10. Lighting and ventilation
11. Comforts and convenience
12. Economy.

1. Strength and Stability: Building should be capable of transferring the expected loads in its life period safely to the ground. Design of various structural components like slabs, beams, walls, columns and footing should ensure safety. None of the structural components should buckle, overturn and collapse.

2. Dimensional Stability: Excessive deformation of structural components give a sense of instability and result into crack in walls, flooring etc. All structural components, should be so designed that deflections do not exceed the permissible values specified in the codes.

3. Resistance to Dampness: Dampness in a building is a great nuisance and it may reduce the life of the building. Great care should be taken in planning and in the construction of the building to avoid dampness.

4. Resistance to Fire: Regarding achieving resistance to fire, the basic requirements laid down in the codes are:
(a) the structure should not ignite easily.
(b) building orientation should be such that spread of fire is slow.
(c) In case of fire, there should be means of easy access to vacate building quickly.

5. Heat Insulation: A building should be so oriented and designed that it insulates interior from heat.

6. Sound Insulation: Buildings should be planned against outdoor and indoor noises.

7. Protection from Termite: Buildings should be protected from termites.

8. Durability: Each and every component of the building should be durable.

9. Security against Burglary: This is the basic need the owner of the building expects.

10. Lighting and Ventilation: For healthy and happy living natural light and ventilations are required. Diffused light and good cross ventilation should be available inside the building.

11. Comforts and Conveniences: Various units in the building should be properly grouped and integrated keeping in mind the comfort and convenience of the user.

12. Economy: Economy without sacrificing comfort, convenience and durability is another basic requirement of the building.

BUILDING SYSTEM INTEGRATION BASIC ARCHITECTURE TUTORIALS


In theory, it is entirely possible to design and construct a building made of totally independent components. The separate pieces of such a building could be designed in isolation, each part having an autonomous role to play.

Someone who proposes this idea may note that a beam is a beam and a duct is a duct, after all, and there is no need to confuse one for the other. For every function or role to be performed in a building, there are a host of competing and individualized products to choose from. As long as the final assembly has already been worked out, the independent pieces can fulfill their single-purpose roles simply by fitting in place and not interfering with other pieces.

Most architects would quickly denounce this isolationist approach to design. Where, they would ask, is the harmony, the beauty, or even the practicality in such an absurdly fragmented method? Surely there is some sympathy and order among the parts that lead to a comprehensive whole?

Architects are, in fact, inherently prone to take exactly the opposite approach: Starting with carefully considered ideas about the complete and constructed building, they would then explore inward, working through intricate relationships between all the parts and functions. But how far does this concern for relationships go, and how inclusive is the complete idea?

Equally important, what sort of thinking is required to comprehend and resolve all the issues that arise in the process? This is where the topic and discipline of integration fits in—providing an explicit framework for selecting and combining building components in purposeful and intentional ways.

Integration among the hardware components of building systems is approached with three distinct goals: Components have to share space, their arrangement has to be aesthetically resolved, and at some level, they have to work together or at least not defeat each other. These three goals are physical, visual, and performance integration The following sections serve as a brief overview of how these goals are attained.

PHYSICAL INTEGRATION
Building components have to fit. They share space and volume in a building, and they connect in specific ways. CAD drawing layers offer a useful way to think about how complicated these networks of shared space and connected pieces can become. Superimposing structure and HVAC (heating, ventilating, and air-conditioning) layers provides an example: Are there problems where large ducts pass under beams? Do the reflected ceiling plan and furniture layouts put light fixtures where they belong?

Physical integration is fundamentally about how components and systems share space, how they fit together. In standard practice, for example, the floor-ceiling section of many buildings is often subdivided into separate zones: recessed lighting in the lowest zone, space for ducts next, and then a zone for the depth of structure to support the floor above.

These segregated volumes prevent “interference” between systems by providing adequate space for each individually remote system. Meshing the systems together, say, by running the ducts between light fixtures, requires careful physical integration. Unifying the systems by using the ceiling cavity as a return air plenum and extracting return air through the light fixtures further compresses the depth of physical space required. If the structure consists of open web joists, trusses, or a space frame, then it is possible that all three systems may be physically integrated into a single zone by carefully interspersing ducts and light fixtures within the structure.

Connections between components and among systems in general constitute another aspect of physical integration. This is also where architectural details are generated. The structural, thermal, and physical integrity of the joints between different materials must be carefully considered. How they meet is just as important as how they are separated in space.

VISUAL INTEGRATION
Exposed and formally expressive components of a building combine to create its image. This is true of the overall visual idea of the building as well as of the character of rooms and of individual elements, down to the smallest details.

The manner in which components share in a cumulative image is decided through acts of visual integration. Color, size, shape, and placement are common factors that can be manipulated in order to achieve the desired effect, so knowledge of the various components’ visual character is essential to integrating them.

Visual harmony among the many parts of a building and their agreement with the intended visual effects of design often provide some opportunities for combining technical requirements with aesthetic goals. Light fixtures, air-conditioning, plumbing fixtures, and a host of other elements are going to have a presence in the building anyway.

Ignoring them or trying to cover them with finishes or decoration is futile. Technical criteria and the systems that satisfy those functional demands require large shares of the resources that go into building. It follows that architects should be able to select, configure, and deploy building elements in ways that satisfy both visual and functional objectives.

PERFORMANCE INTEGRATION
If physical integration is “shared space” and visual integration is “shared image,” then performance integration must have something to dowith shared functions. A load-bearing wall, for example, is both envelope and structure, so it unifies two functions into one element by replacing two columns, a beam, and the exterior wall. This approach can save cost and reduce complexity if it is appropriate to the task at hand.

Performance integration is also served by meshing or overlapping the functions of two components, even without actually combining the pieces. This may be called “shared mandates.” In a direct-gain passive solar heating system, for example, the floor of the sunlit space is sharing in the thermal work of the envelope and the mechanical heating system by providing thermal storage in its massive heat capacity, which limits indoor temperature swings from sunlit day to cold starry night. The envelope, structure, interior, and services are integrated by the shared thermal mandate of maintaining comfortable temperatures.

CALIFORNIA STATE BUILDING CODE - EMERGENCY ESCAPE WINDOWS PROVISION

CALIFORNIA STATE BUILDING CODE - EMERGENCY ESCAPE WINDOWS
What Is The Provision In The California Building Code On Emergency Escape Windows?


EMERGENCY ESCAPE WINDOWS


Section 310.4

Basements in dwelling units and every sleeping room below the fourth story shall have at least  one operable window or door approved for emergency escape or rescue that shall open directly into a public  street, public alley, yard or exit court.

The door or window shall be operable from the inside to provide a full clear  opening without the use of separate tools.

All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet.  The minimum net clear openable height dimension shall be twenty-four inches.

The minimum net clear openable width  dimension shall be twenty inches.  When windows are provided as a means of escape or rescue they shall  have a finished sill height not more than forty-four inches above the floor.

This measurement is taken from the  floor to the clear opening of the window, not the lower, wooden, plaster or sheetrock window stool.

Bars, grilles, grates or similar devices may be installed on an emergency escape or rescue windows or doors, provided:

1. Such devices are equipped with approved release mechanisms which are openable from the inside without the use of a key or special knowledge or effort; and

2. The building is equipped with smoke detectors installed in accordance with section 310.9.

FIRE AND SMOKE BARRIERS DESIGN IN CIVIL BUILDING CONSTRUCTION BASICS AND TUTORIALS

FIRE AND SMOKE BARRIERS DESIGN IN CIVIL BUILDING CONSTRUCTION 
What Are The Fire And Smoke Barriers In Building Construction?


A major consideration in building design is safety of the community. Hence, buildings should be designed to control fires and smoke so that they will not spread from building to building. One way that building codes try to achieve this objective is to establish fire zones or fire limits that restrict types of construction or occupancy that can be used.

Additional zoning regulations establish minimum distances between buildings. Another way to achieve the objective is to specify the types of construction that can be used for enclosing the exterior of buildings.

The distance between adjoining buildings, fire rating, and stability when exposed to fire of exterior walls, windows, and doors, and percent of window area are some of the factors taken into account in building codes for determination of the construction classification of a building.

To prevent spread of fire from roof to roof, building codes also often require that exterior walls extend as a parapet at least 3 ft above the roof level. Parapets also are useful in shielding fire fighters who may be hosing a fire from roofs of buildings adjoining the one on fire. In addition, buildings should be topped with roof coverings that are fire-resistant.

Fire Divisions.
To prevent spread of fire vertically in building interiors, building codes generally require that floor-ceiling and roof-ceiling assemblies be fireresistant. The fire rating of such assemblies is one of the factors considered in determination of the construction classification of a building.

Also, openings in floors and roofs should be fire-protected, although building codes do not usually require this for one-story or two-story dwellings. For the purpose, an opening, such as that for a stairway, may be protected with a fire-resistant enclosure and fire doors.

In particular, stairways and escalator and elevator shafts should be enclosed, not only to prevent spread of fire and smoke but also to provide a protected means of egress from the building for occupants and of approach to the fire source by fire fighters.

To prevent spread of fire and smoke horizontally in building interiors, it is desirable to partition interiors with fire divisions. A fire division is any construction with the fire-resistance rating and structural stability under fire conditions required for the type of occupancy and construction of the building to bar the spread of fire between adjoining buildings or between parts of the same building on opposite sides of the division. A fire division may be an exterior wall, fire window, fire door, fire wall, ceiling, or firestop.

A fire wall should be built of incombustible material, have a fire rating of at least 4 hr, and extend continuously from foundations to roof. Also, the wall should have sufficient structural stability in a fire to allow collapse of construction on either side without the wall collapsing. Building codes restrict the size of openings that may be provided in a fire wall and require the openings to be fire-protected (Art. 11.55).

To prevent spread of fire through hollow spaces, such spaces should be firestopped. A firestop is a solid or compact, tight closure set in a hollow, concealed space in a building to retard spread of flames, smoke, or hot gases.

All partitions and walls should be firestopped at every floor level, at the top-story ceiling level, and at the level of support for roofs. Also, very large unoccupied attics should be subdivided by firestops into areas of 3000 ft2 or less.

Similarly, any large concealed space between a ceiling and floor or roof should be subdivided. For the purpose, firestops extending the full depth of the space should be placed along the line of supports of structural members and elsewhere, if necessary, to enclose areas not exceeding 1000 ft2 when situated between a floor and ceiling or 3000 ft2 when located between a ceiling and roof.

Openings between floors for pipes, ducts, wiring, and other services should be sealed with the equal of positive firestops. Partitions between each floor and a suspended ceiling above are not generally required to be extended to the slab above unless this is necessary for required compartmentation. But smoke stops should be provided at reasonable intervals to prevent passage of smoke to noninvolved areas.

FIRE PROTECTION CONCEPT OF BUILDINGS BASICS AND TUTORIALS

FIRE PROTECTION CONCEPT OF BUILDINGS BASIC INFORMATION
Importance Of Building Fire Protection


Although fires in buildings can be avoided, they nevertheless occur. Some of the reasons for this are human error, arson, faulty electrical equipment, poor maintenance of heating equipment, and natural causes, such as lightning.

Consequently, buildings should be designed to minimize the probability of a fire and to protect life and limit property damage if a fire should occur. The minimum steps that should be taken for the purpose are as follows:

1. Limit potential fire loads, with respect to both combustibility and ability to generate smoke and toxic gases.

2. Provide means for prompt detection of fires, with warnings to occupants who may be affected and notification of the presence of fire to fire fighters.

3. Communication of instructions to occupants as to procedures to adopt for safety, such as to staying in place, proceeding to a designated refuge area, or evacuating the building.

4. Provide means for early extinguishment of any fire that may occur, primarily by automatic sprinklers but also by trained fire fighters.

5. Make available also for fire fighting an adequate water supply, appropriate chemicals, adequate-size piping, conveniently located valves on the piping, hoses, pumps, and other equipment necessary.

6. Prevent spread of fire from building to building, either through adequate separation or by enclosure of the building with incombustible materials.

7. Partition the interior of the building with fire barriers, or divisions, to confine a fire to a limited space.

8. Enclose with protective materials structural components that may be damaged by fire (fireproofing).

9. Provide refuge areas for occupants and safe evacuation routes to outdoors.

10. Provide means for removal of heat and smoke from the building as rapidly as possible without exposing occupants to these hazards, with the air-conditioning system, if one is present, assisting the removal by venting the building and by pressurizing smokeproof towers, elevator shafts, and other exits.

11. For large buildings, install standby equipment for operation in emergencies of electrical systems and elevators.

FIRE PROTECTION STANDARDS FOR BUILDING CONSTRUCTION PROJECTS BASIC AND TUTORIALS

FIRE PROTECTION STANDARDS FOR BUILDING CONSTRUCTION PROJECTS
What Are The Fire Protection Standards For Buildings?


The standards most widely adopted are those published by the National Fire Protection Association (NFPA), Batterymarch Park, Quincy, MA 02269. The NFPA ‘‘National Fire Codes’’ comprise several volumes containing numerous standards, updated annually. (These are also available separately.)

The standards are supplemented by the NFPA ‘‘Fire Protection Handbook,’’ which contains comprehensive and detailed discussion of fire problems and much valuable statistical and engineering data.

Underwriters Laboratories, Inc. (UL), 333 Pfingsten Road, Northbrook, IL 60062, publishes testing laboratory approvals of devices and systems in its ‘‘Fire Protection Equipment List,’’ updated annually and by bimonthly supplements.

The publication outlines the tests that devices and systems must pass to be listed. The UL ‘‘Building Materials List’’ describes and lists building materials, ceiling-floor assemblies, wall and partition assemblies, beam and column protection, interior finish materials, and other pertinent data.

UL also publishes lists of ‘‘Accident Equipment,’’ ‘‘Electrical Equipment,’’ ‘‘Electrical Construction Materials,’’ ‘‘Hazardous Location Equipment,’’ ‘‘Gas and Oil Equipment,’’ and others. Separate standards for application to properties insured by the Factory Mutual System are published by the Factory Mutual Engineering Corporation (FM), Norwood, MA 02062. FM also publishes a list of devices and systems it has tested and approved.

The General Services Administration, acting for the federal government, has developed many requirements that must be considered, if applicable. Also, the federal government encourages cities to adopt some uniform code.

In addition, buildings must comply with provisions of the Americans with Disability Act (ADA). (See Department of Justice final rules, Federal Register, 28 CFR Part 36, July 26, 1991; American National Standards Institute ‘‘Accessibility Standard,’’ ANSI A117.1; ‘‘ADA Compliance Guidebook,’’ Building Owners and Managers Association International, 1201 New York Ave., Washington, D.C. 20005.)

The Federal Occupational Safety and Health Act (OSHA) sets standards for protecting the health and safety of nearly all employees. It is not necessary that a business be engaged in interstate commerce for the law to apply. OSHA defines employer as ‘‘a person engaged in a business affecting commerce who has employees, but does not include the United States or any State or political subdivision of a State.’’

An employer is required to ‘‘furnish to each of his employees employment and a place of employment which are free from recognized hazards that are causing or are likely to cause death or serious physical harm to his employees.’’ Employers are also required to ‘‘comply with occupational safety and health standards promulgated under the Act.’’

Building codes consist of a set of rules aimed at providing reasonable safety to the community, to occupants of buildings, and to the buildings themselves. The codes may adopt the standards mentioned previously and other standards concerned with fire protection by reference or adapt them to the specific requirements of the community.

In the absence of a municipal or state building code, designers may apply the provisions of the Uniform Building Code, promulgated by the International Conference of Building Officials, or other national model code.

Many states have codes for safety to life in commercial and industrial buildings, administered by the Department of Labor, the State Fire Marshal’s Office, the State Education Department, or the Health Department. Some of these requirements are drastic and must always be considered.

Obtaining optimum protection for life and property can require consultation with the owner’s insurance carrier, municipal officials, and the fire department. If the situation is complicated enough, it can require consultation with a specialist in all phases of fire protection and prevention.

In theory, municipal building codes are designed for life safety and for protection of the public, whereas insurance-oriented codes (except for NFPA 101, ‘‘Life Safety Code’’) are designed to minimize property fire loss.

Since about 70% of any building code is concerned with fire protection, there are many circumstances that can best be resolved by a fire protection consultant.

ASEISMIC DESIGN OF CIVIL ENGINEERING STRUCTURES BASICS AND TUTORIALS

ASEISMIC DESIGN OF CIVIL ENGINEERING STRUCTURES BASIC INFORMATION
What Are Aseismic Design Of Civil Engineering Structures?


The basic methods for providing wind resistance—shear walls, diagonal bracing, and rigid frames are also suitable for resisting seismic loads. Ductile rigid frames, however, are preferred because of large energy-absorbing capacity.

Building codes encourage their use by permitting them to be designed for smaller seismic loads than those required for shear walls and diagonal bracing. (Ductility is a property that enables a structural member to undergo considerable deformation without failing.

The more a member deforms, the more energy it can absorb and therefore the greater is the resistance it can offer to dynamic loads.) For tall, slender buildings, use of the basic methods alone in limiting drift to an acceptable level may not be cost-effective.

In such cases, improved response to the dynamic loads may be improved by installation of heavy masses near the roof, with their movements restricted by damping devices. Another alternative is installation of energy-absorbing devices at key points in the structural framing, such as at the bearings of bottom columns or the intersections of cross bracing.

Designers usually utilize floors and roofs, acting as horizontal diaphragms, to transmit lateral forces to the resisting structural members. Horizontal bracing, however, may be used instead.

Where openings occur in floors and roofs, for example for floors and elevators, structural framing should be provided around the openings to bypass the lateral forces.

As for wind loads, the weight of the building and of earth adjoining foundations are the only forces available to prevent the horizontal loads from overturning the building. Also, as for wind loads, the roof should be firmly anchored to the superstructure framing, which, in turn, should be securely attached to the foundations.

Furthermore, individual footings, especially pile and caisson footings, should be tied to each other to prevent relative movement. Building codes often limit the drift per story under the equivalent static seismic load.

Connections and intersections of curtain walls and partitions with each other or with the structural framing should allow for a relative movement of at least twice the calculated drift in each story. Such allowances for displacement may be larger than those normally required for dimensional changes caused by temperature variations.

(N. M. Newmark and E. Rosenblueth, ‘‘Fundamentals of Earthquake Engineering,’’ and J. S. Stratta, ‘‘Manual of Seismic Design,’’ Prentice-Hall, Englewood Cliffs, N.J.; ‘‘Standard Building Code,’’ Southern Building Code Congress International, Inc., 900 Montclair Road, Birmingham, AL 35213-1206; ‘‘Uniform Building Code,’’ International Conference of Building Officials, Inc., 5360 South Workman Mill Road, Whittier, CA 90601.)

TYPES OF WOOD BUILDING FRAMING SYSTEMS BASIC AND TUTORIALS

BUILDING FRAME SYSTEM THAT USES WOOD BASIC INFORMATION
What Are The Different Building Framing System Using Wood?


There are various types of framing systems that can be used in wood buildings. The most common type of wood-frame construction uses a system of horizontal diaphragms and vertical shearwalls to resist lateral forces, and specifically with the design of this basic type of building.

At one time building codes classified a shearwall building as a box system, which was a good physical description of the way in which the structure resists lateral forces. However, building codes have dropped this terminology, and most wood-frame shearwall buildings are now classified as bearing wall systems.

It is felt that the designer should first have a firm understanding of the behavior of basic shearwall buildings and the design procedures that are applied to them. With a background of this nature, the designer can acquire from currently available sources the design techniques for other systems.

The basic bearing wall system can be constructed entirely from wood components. See Fig. 1.1. Here the roof, floors, and walls use wood framing.


In addition to buildings that use only wood components, other common types of construction make use of wood components in combination with some other type or types of structural material. Perhaps the most common mix of structural materials is in buildings that use wood roof and floor systems and concrete tiltup or masonry (concrete block or brick) shearwalls.

See Fig. 1.2. This type of construction is common, especially in one-story commercial and industrial buildings. This construction is economical for small buildings, but its economy improves as the size of the building increases.


Trained crews can erect large areas of panelized roof systems in short periods of time. See Fig. 1.3.


Design procedures for the wood components used in buildings with concrete or masonry walls are also illustrated throughout this book. The connections between wood and concrete or masonry elements are particularly important and are treated in considerable detail.

Wind and seismic (earthquake) are the two lateral forces that are normally taken into account in the design of a building. In recent years, design for lateral forces has become a significant portion of the design effort.

The reason for this is an increased awareness of the effects of lateral forces. In addition, the building codes have substantially revised the design requirements for both wind and seismic forces. These changes are the result of extensive research in wind engineering and earthquake-resistant design.

SPECIAL PROBLEMS OF CLAY SOIL IN FOUNDATION OF BUILDING BASICS AND TUTORIALS

PROBLEMS OF CLAY WHEN PRESENT ON THE FOUNDATION OF BUILDING
What Are The Problems Of Clay As Foundation?


Special Problems of Clay Soils
The majority of clay soils can cause foundation problems as they slowly change in volume due to increases or decreases in water content. This change is related to the season with the ground expanding in the winter and
contracting in the summer.

This seasonal change, which may be in the order of + or - 30mm at ground level, can affect the clay to a depth of about a metre, with the ground below this level having a fairly stable moisture content.

Where clay soils contain trees the problem is more severe. Trees and heavy vegetation draw a considerable amount of water from the ground during the growing season.

A mature poplar takes up as much as 1000 litres of water per week. In long hot summers with little or no rainfall the tree will continue to draw moisture out of the ground and the clay will shrink.

This, of course, is in addition to the seasonal drying mentioned above. If buildings are sited near individual or groups of trees serious cracking in the walls can occur as a result of ground movement.

To prevent this movement from affecting strip foundations they must be deeper than the tree roots. An alternative, of course, is to site the buildings well clear of the trees.


Where trees have been removed from clay soils the opposite problem occurs. As the ground slowly regains moisture it will expand and this can continue for a period of up to 10 years.


The pressure that dry clay develops when reabsorbing moisture is likely to be greater than that imposed by the building load and upward movement of the structure will occur.

If houses are built on the site before this ground expansion is complete, cracking will occur in the walls and foundations; the swelling will be uneven because it will be concentrated around the removed tree.

CYCLONE RESISTANT BUILDING BASICS AND TUTORIALS

BUILDINGS THAT ARE CYCLONE RESISTANT
How To Make Cyclone Resistant Building?


A cyclone is a storm accompanied by high speed whistling and howling winds. It brings torrential rains. A cyclone storm develops over tropical ocean and blows at speed as high as 200–240 km/hour.

It is usually accompanied by lightning, thunder and continuous downpour of rain. Cyclones extend from 150 km to 1200 km in lateral directions with forced winds spiralling around a central low pressure area.

The central region of light winds and low pressure, known as the ‘eye’ of cyclone has an average diameter of 20 to 30 km. This central eye is surrounded by a ring of very strong winds extending up to 40 to 50 km beyond centre.

This region is called ‘wall cloud’. In this region strongest winds and torrential rains occur. Beyond this region winds spiralling extend outwards to large distances, which goes on reducing with the distance from the centre of the cyclone.

The following care should be taken in designing buildings in cyclone prone areas:

1. Foundations should be deeper

2. R.C.C. framed structures are to be preferred over load bearing structures

3. Sloping roofs should be avoided.

4. Cantilever projections should be avoided.

5. Roof and parapet wall should be properly anchored to the columns and walls.

6. Height of the buildings should be restricted.

7. Suitable wind load should be considered in the building design.

8. Openings in the wall should be less.

9. Structure should not rest on loose soil.
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