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Pradhan Mantri Awas Yojana





The credit linked subsidy scheme (CLSS) on home loans under the Pradhan Mantri Awas Yojana has been extended till March 2019. Find out if the lower interest rate has brought your dream house closer to realisation
Eligible: You'll get the subsidy if...
1. Your household income is between Rs 6-18 lakh. This includes combined income of husband and wife. 2. You are buying your first house
3. It is a new construction.

Not Eligible: But you won't get the subsidy if...
1. Your family has already availed of central assistance under any housing scheme in the past.
2. You already own a house in India, either in your name or in the name of a family member.
3. Your spouse is also claiming interest subsidy for a house.
What does the scheme offer?
Basic features of the interest subsidy scheme

Note: Any loan beyond these amounts for MIG I and MIG II will be at prevalent intrest rate and is not subsidized by government





Impact under MIG II
Borrowers get an interest subsidy of 3%

Annual income: Rs 14 lakh per annum

All figures are in Rs. For tenures of over 20 years, tenure of 20 years has been considered for the purpose of calculation of interest rate subsidy.
How to get the subsidy
1.Apply for home loan from a primary lending institution seeking subsidy.
2. If eligible for subsidy, your application will be forwarded to the Central Nodal Agency (CNA).
3. If it's approved, the CNA will disburse the subsidy amount to the lender.
4. This will be credited to your account, thus reducing the total loan amount.
5. For instance, if your annual income is Rs 7 lakh and the loan amount is Rs 9 lakh, the subsidy will be Rs 2.35 lakh.
6. When this is deducted, the loan is reduced to Rs 6.65 lakh. You will pay EMI on this lowered amount.
7. If the loan amount is higher than the maximum amount eligible for subsidy, the excess will attract interest at the prevalent rate 



WORLD'S TALLEST STATUE



Prime Minister Narendra Modi recently inaugurated the tallest statue in the world at 182 m (597 ft) located in Gujarat, India. The statue of steel, concrete and brass cladding is almost twice the height of the Statue of Liberty in the United States.

Built as a tribute to Sardar Vallabhbhai Patel, known as "The Iron Man of India," the Unity Statue is a marvel of engineering completed in a record 33 months. The 20,000 square meter project is located in Kevadia Town in Gujarat, near the Sardar Sarovar dam.

As the EPC contractor for the project, Larsen & Toubro, SN Subrahmanyan, CEO and Managing Director of L & T, said: "In addition to being a symbol of national pride and integration, this is a tribute to the engineering and project management skills from India. We are proud to be associated with the construction of the tallest statue in the world, which is an appropriate tribute to the Iron Man of India. '

MV Satish, full-time director and executive vice president of Buildings, Minerals and Metals, L & T, said: "From the concept, through the entire design development process, the characteristics and characteristics of the statue, engineering, planning of projects, logistics, cost controls, all were handled extremely efficiently and reflect a triumph in teamwork ".

The Unity Statue complex comprises an exhibition center at its base, a memorial garden, a design bridge connecting the island of Sadhu with the mainland along the Narmada River, an internal road of 5 km in length, improvements to existing roads, bridges, culverts that connect the area of ​​the sadhu island. It also houses an administrative complex and a hotel with star rating (Shrestha Bharat Bhavan) and a conference center. The structure has two vertical cores, each of which houses a high-speed passenger elevator. The vertical cores support the steel frames to which some 6,500 bronze panels are coated. An observation gallery at the level of the chest at 135 m (443 ft), can accommodate up to 200 visitors at one time and offers an impressive view of the Sardar Sarovar dam and its surroundings.

The project has used 210,000 cubic meters of concrete, 70,000 tons of cement and 18,500 tons of reinforced steel; 6,500 MT structural steel has been used to form the support structure, while the 1,700 MT (6,500 nep) bronze panels form the outermost layer. The statue can withstand wind speeds of up to 180 km per hour and survive earthquakes up to 6.5 on the Richter scale.

PHOTOVOLTAIC GLAZING

BIVP - BUILDING INTEGRATED PHOTOVOLTAIC
What is BIPV ?
   •Building materials that generate electricity.The principle of BIPV is that PV modules are incorporated into the building envelope, substituting standard glass and other cladding materials.This has the potential to result in environmental savings through the reduction of duplication of materials and shared functionality.It may also lead to cost savings over separate PV and building materials.

TYPES OF BIPV
ROOFINGFACADESGLAZING VERTICAL / SLOPARCHITECTURAL AND ART


Solar Photovoltaic
Renewable, sustainable form of energy
Harmful effects on environment- ZERO Provide energy independence.Most abundant energy source available.Reduces the financial cost of electricity.Reduces Carbon Emission caused by the large thermal (coal-based) power plants. 
Components Of BIPV 
Silicon PV modules are embedded between a transparent protective layer and a functionally graded material (FGM) layer that is fabricated from a mixture of heat conducting aluminum and insulating high density polyethylene with water tubes cast within the FGM. Solar energy is collected by the PV modules in the form of PV electricity and heat energy. 
Due to high thermal conductivity of the upper part of the FGM, the heat in the PV modules is transferred into the FGM and is captured by the water flowing through the embedded tubes, so the modules’ temperature can be controlled and, thus, the PV efficiency can be optimized. 
A thermal resistive structural substrate is integrated into the composite system to provide structural support for FGM and PV elements. 



Benefits of Energy generation 
Increased PV efficiency – The water which flows through the panels controls the temperature of the PV elements and allows the PV module to operate at lower temperatures in the summer, maximizing efficiency and PV utilization.Free heating supply – The hot water produced can be directly utilized for radiant floor and/or ceiling heating, or other purposes. Reduced cooling demand – During the hot months, because of the    temperature control of water flow and the excellent thermal insulation  performance of the panel, increased indoor thermal comfort can be obtained and cooling demand can be significantly reduced. Efficient in all climates – When the nighttime ambient temperatures are still  too high to allow effective radiation of excess heat through the roof, a traditional fancoil unit will be used to efficiently reject the heat and cool the water. Snow and ice removal – In winter, warm water can be circulated to remove ice and snow from the roof, clearing the panels and restoring solar energy utilization. 

ADVANTAGES 
Generates power in situReduce air cooling costsReduce lightning costsNatural lighteningReduce peak demandIncreased occupancy rateIncreased rental rateIncreased real-estate valueAesthetically integrated PV
DEMERITS
First the high cost of making and high requirement of technique and material make it difficult to be used widely. Second high cost of the sets is also a problem. The cost of making power by solar system is more than other common ways. Third the solar system is not very stable. It can be influenced by weather. Because the sun can not be there all the day.


 
 

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SELF HEALING CONCRETE

CONCRETE OF SELF-CURE: DEFINITION, MECHANISM, AND APPLICATION IN DIFFERENT TYPES OF STRUCTURES




Concrete is one of the most commonly used building materials. However, it is one of the main producers of carbon dioxide (CO2) that directly contributes to destroying our environment. Not to mention that huge costs are being spent every year to maintain concrete constructions. Cracks of various sizes are formed in all concrete constructions that must be sealed manually shortening the useful life of a particular construction. On the other hand, self-healing concrete (SHC) is a revolutionary construction material that has the solution to all these problems and is definitely the building material of the near future. Therefore, we must understand its properties and mechanisms and foresee how it affects the architectural designs of the times to come, what elements are needed to create buildings and useful and aesthetic constructions.

Keywords: self-healing, concrete, construction material, intelligent material, cracks, mechanism, repair, design, architecture.

Introduction

The concrete word comes from the Latin word "concretus" which means condensed and hardened. The first use of cement goes back to twelve million years ago, while the first use of construction material similar to concrete goes back to 6500 BC. However, it was not formed as concrete until later during the Roman Empire.

As revolutionary as it was and still is, modern concrete (based on lime) has a short lifespan caused by the formation of cracks that shorten the longevity of a particular construction. Many researchers have been trying to improve the concrete to obtain a better longevity among many other things. This is how the concept of self-healing becomes concrete. There are two main areas of research when it comes to developing this type of concrete; the natural form of hydrates to seal cracks with time, and the artificial way of sealing cracks that requires a man-made intervention. The main purpose of this work is to increase the durability of concrete, which will have a great positive impact on both the environment and the economy.

On the other hand, it could also improve architectural designs by forcing new design methods and, therefore, changing the shape of internal spaces to serve many functions and provide flexibility.

Definition of self-healing

A self-healing material is described as a material that is capable of repairing itself to its original state. The self-healing concrete (SHC) concept that occurs over time (autogenous) has been observed for more than 20 years. It can be seen in many ancient structures that have remained standing for long periods of time even though they have limited maintenance. This observation concludes that the cracks are cured when the moisture interacts with the unhydrated cement clinker in the crack. However, in current constructions, cement is lowered as a result of modern construction methods. Therefore, the amount of non-hydrated cement available is lower and, therefore, the natural healing effect is reduced.

The main phases of the natural healing capacity are the inflammation and hydration of cement pastes; followed by the precipitation of calcium carbonate (CaCO3) and, finally, the obstruction of the flow paths as a result of the deposition of impurities in the water or the movement of some concrete drills that break off during the entire cracking process . Many factors are considered in the natural way of healing, such as; Temperature, degree of damage, freezing and thawing cycles, the age of the concrete and the condition of the mortar.

As for the artificial way of repairing cracks in concrete, the man-made self-healing process was first invented in 1994. The main method and first approach was to use a healing agent (adhesive) that is encapsulated inside of a microcapsule, once a crack is formed, causes the microcapsules to break, releasing the healing agent and, therefore, healing the crack. The adhesives can be stored in short fiber or in longer tubes (Nishiwaki et al 2006, Joseph 2008, Joseph et al., 2008); however, researchers from the University of Cardiff, the University of Cambridge, the University of Bath and researchers tackled more effective mechanisms, and the Korea Construction Institute. In this article, two of the main approaches, which look promising and distinguished, will be briefly addressed together with the advantages and disadvantages of using this type of concrete, which will soon be used inevitably throughout the world.

Main approaches and their mechanics

There are many approaches to create smart concrete and improve its properties while reducing the cost of general material use. Many of these approaches were dedicated to creating SHC; Two of the main approaches have proven to be efficient and easy to use.

Healing process based on bacteria

Also known as Bio-Concrete; This type of concrete uses a simple process to close the formed crack. The main mechanism is achieved by making a concrete mixture that contains (i) a precursor such as calcium lactate (Ca (C3H5O2) 2) and (ii) bacteria planted in microcapsules (or simply added to the mixture) that will then germinate , Once the water reaches the crack. As soon as the bacteria germinate, they produce limestone (CaCo3) caused by the multiplication of bacteria. Dr. Richard Cooper of Bath's Department of Biology and Biochemistry says that adding bacteria to the concrete adds a double-layer shield to prevent corrosion in the steel. Not to mention that it uses oxygen present, which would benefit the steel corrosion process.

The bacteria that are applied in this type of concrete are spore-forming bacteria and resistant to alkalis. The bacteria of this group are the most suitable because they form spores and can live for more than 200 years in dry conditions . Therefore, the use of bacteria as a healing mechanism is one of the best mechanisms to produce this type of concrete due to its sustainable organic properties.

Form memory polymers

New intelligent materials (SMP) that are able to return to their state of initiative by changing their form when applying a stimulus. This mechanism employs autogenic and autonomic principles. It uses a man-made system to increase natural autogenic healing and seal cracks in concrete. This type of polymers are semicrystalline polymers that have a predefined shape memorized in their structure that then helps the polymers to return to their original state.

When a crack occurs, the system is activated, therefore, the shape memory polymer within the crack is activated through heating, which can be in the form of direct heat, or an electric current. As soon as it is activated, the effect of shape memory or shrinkage occurs, and due to the restricted nature of the tendon, a pulling force is generated, whereby the crack closes on itself. After that, the autogenous cure begins.

Factors that affect the use of self-healing concrete

There are many factors that intervene with the use of this type of concrete. As you notice; It is not yet used in all new constructions, as it is still in development. Recently, concrete-based self-healing bacteria has been successfully tested on a large scale at the University of Bath in the United Kingdom. However, the cost of use is not yet determined, since it is difficult to predict a total cost. Cost efficiency is one of the most important factors and will determine if the material will have a limited use restricted to difficult places to repair and important constructions such as bridges and roads.

In addition to cost, long-term efficiency is one of the most important factors along with the size of the cracks formed that should not exceed 150 millimeters deep to establish an ideal result.

All in all, some factors that will definitely determine if SHC will be used as a concrete replacement are; The economic factor, long-term efficiency, potential suppliers and safety factors.

Application in Architectural Designs and Structures.

Since the use of SHC looks promising, we must understand how that will affect future architectural designs. It is difficult to make a general forecast, since the function and the size of the construction play a very important role in determining if this type of concrete could be adequate and, therefore, it will be analyzed separately.

Application in small and medium buildings (residential and public)

The size and function of a building usually determine the approximate lifespan desired for this particular construction. Small buildings are usually residential and are located in suburbs, towns or villages. And like most buildings, concrete is one of the main building materials used, especially for foundations (slabs or columns), since small residential buildings rarely change their function, it is practical to want to increase their useful life and, Therefore, use SHC.

Medium-sized buildings use more concrete than any other building size, unlike skyscrapers that use more steel and smaller buildings that use more stone or wood. However, medium-sized residential and public buildings appear to be eligible for the use of SHC, and especially in public buildings as life expectancy increases, designs must be flexible and easy to change the function of the interior space so that be efficient To use this type of concrete. Therefore, instead of demolition, it will be reshaped when the service maintained within the building is no longer needed in a particular area, which in turn has a positive effect on reducing CO2 emissions by avoiding building.

Application in large buildings and roads (residential and public)

SHC is particularly suitable for bridges and all road constructions, as they often experience small cracks due to heavy loads and need constant maintenance. The use of this type of concrete will significantly reduce the cost of maintenance and increase safety, therefore, its use is recommended due to its many benefits.

All large buildings will definitely benefit from the use of this type of concrete just as the infrastructure will be improved by providing safety and durability.

GENERAL BUILDING REQUREMENT AND RULES

This part deals with the development control rules and the general construction requirements to guarantee the health and safety of the public.

Terminology


 Access — A clear approach to a plot or a building.

Accessory Use — Any use of the premises subordinate to the principal use and customarily incidental to the principal use.

Alteration — A change from one occupancy to another, or a structural change, such as an addition to the area or height, or the removal of part of a building, or any change to the structure, such as the construction of, cutting into or removal of any wall, partition, column, beam, joist, floor or other support, or a change to or closing of any required means of ingress or egress or a change to the fixtures or equipment

Approved — Approved by the Authority having jurisdiction.

Authority Having Jurisdiction — The Authority which has been created by a statute and which for the purpose of administering the Code/Part may authorize a committee or an official to act on its behalf; hereinafter called the ‘Authority’.

 Building — Any structure for whatsoever purpose and of whatsoever materials constructed and every part thereof whether used as human habitation or not and includes foundation, plinth, walls, floors, roofs, chimneys, plumbing and building services, fixed platforms, verandah, balcony, cornice or projection, part of a building or anything affixed thereto or any wall enclosing or intended to enclose any land or space and signs and outdoor display structures. Tents/ SHAMIANAHS, tarpaulin shelters, etc, erected for temporary and ceremonial occasions with the permission of the Authority shall not be considered as a building.

 Building, Height of — The vertical distance measured, in the case of flat roofs from the average level of the ground around and contiguous to the building or as decided by the Authority to the terrace of last livable floor of the building adjacent to the external walls; and in the case of pitched roofs, up to the point where the external surface of the outer wall intersects the finished surface of the sloping roof, and in the case of gables facing the road, the midpoint between the eaves level and the ridge. Architectural features serving no other function except that of decoration shall be excluded for the purpose of measuring heights.

Building Line — The line up to which the plinth of a building adjoining a street or an extension of a street or on a future street may lawfully extend. It includes the lines prescribed, if any, in any scheme. The building line may change from time-to-time as decided by the Authority.

Conversion — The change of occupancy or premises to any occupancy or use requiring additional occupancy permit.

 Development — ‘Development’ with grammatical variations means the carrying out of building, engineering, mining or other operations in, or over, or under land or water, or in the use of any building or land, and includes redevelopment and layout and subdivision of any land; and ‘to develop’ shall be construed accordingly

Drain — A conduit or channel for the carriage of stormwater, sewage, wastewater or other waterborne wastes in a building drainage system.

 Drainage — The removal of any liquid by a system constructed for the purpose.

Occupancy or Use Group — The principal occupancy for which a building or a part of a building is used or intended to be used; for the purposes of classification of a building according to occupancy, an occupancy shall be deemed to include the subsidiary occupancies which are contingent upon it.

Occupier — Occupier includes any person for the time being, paying or liable to pay rent or any portion of rent of the building in respect of which the ward is used, or compensation or premium on account of the occupation of such building and also a rent-free tenant, but does not include a lodger, and the words ‘occupy’ and ‘occupation’ do not refer to the lodger. An owner living in or otherwise using his own building shall be deemed to be the occupier thereof.

 Owner — Person or body having a legal interest in land and/or building thereon. This includes free holders, leaseholders or those holding a sub-lease which both bestows a legal right to occupation and gives rise to liabilities in respect of safety or building condition. In case of lease or sub-lease holders, as far as ownership with respect to the structure is concerned, the structure of a flat or structure on a plot belongs to the allottee/ lessee till the allotment/lease subsists.

 Permit — A permission or authorization in writing by the Authority to carry out work regulated by the Code.

Room Height — The vertical distance measured from the finished floor surface to the finished ceiling surface. Where a finished ceiling is not provided, the underside of the joists or beams or tie beams shall determine the upper point of measurement for determining the head room.

Sanctioned Plan — The set of plans and specifications submitted in connection with a building or development and duly approved and sanctioned by the Authority.

Service Road — A road/lane provided at the rear or side of a plot for service purposes.

Set-back Line — A line usually parallel to the plot boundaries and laid down in each case by the Authority, beyond which nothing can be constructed towards the site boundaries

 Site (Plot) — A parcel (piece) of land enclosed by definite boundaries.

 Street — Any means of access, namely, highway, street, lane, pathway, alley, stairway, passageway,
carriageway, footway, square, place or bridge, whether a thoroughfare or not, over which the public have a right of passage or access or have passed and had access uninterruptedly for a specified period, whether existing or proposed in any scheme and includes all bunds, channels, ditches, storm-water drains, culverts, sidewalks, traffic islands, roadside trees and hedges, retaining walls, fences, barriers and railings within the street lines.

 Street Level or Grade — The officially established elevation or grade of the centre line of the street upon which a plot fronts and if there is no officially established grade, the existing grade of the street at its mid-point.

Street Line — The line defining the side limits of a street.

To Erect — To erect a building means: 
a) to erect a new building on any site whether previously built upon or not;
 b) to re-erect any building of which portions above the plinth level have been pulled down, burnt or destroyed.

Unsafe Building — Buildings which are structurally and constructionally unsafe or unsanitary or not provided with adequate means of egress or which constitute a fire hazard or are otherwise dangerous to human life or which in relation to existing use constitute a hazard to safety or health or public welfare, by reason of inadequate maintenance, dilapidation or abandonment.

Cabin — A non-residential enclosure constructed of non-load bearing partition. 

Canopy — A projection over any entrance.

Carpet Area — The covered area of the usable rooms at any floor level (excluding the area of the wall). 

CHHAJJA — A sloping or horizontal structural overhang usually provided over openings on external walls to provide protection from sun and rain.

 Chimney — An upright shaft containing one or more flues provided for the conveyance to the outer air of any product of combustion resulting from the operation of heat producing appliance or equipment employing solid, liquid or gaseous fuel. 


Balcony — A horizontal projection, with a handrail or balustrade or a parapet, to serve as a passage or sitting out place.
Basement or Cellar — The lower story of a building below or partly below ground level

Chowk, Inner — A chowk enclosed on all sides. 
Chowk, Outer — A chowk one of whose sides is not enclosed. 
Closed Clusters — Clusters with only one common entry into cluster open space. 
Cluster — Plots or dwelling units or housing grouped around an open space. Ideally housing cluster should not be very large. In ground and one storeyed structures not more than 20 houses should be grouped in a cluster. Clusters with more dwelling units will create problems in identity, encroachments and of maintenance. 
Cluster Court Town House — A dwelling in a cluster plot having 100 percent or nearly 100 percent ground coverage with vertical expansion, generally limited to one floor only and meant for self-use

Parapet — A low wall or railing built along the edge of a roof or floor. 

Parking Space — An area enclosed or unenclosed, covered or open, sufficient in size to park vehicles, together with a driveway connecting the parking space with a street or alley and permitting ingress and egress of the vehicles. 

Partition — An interior non-load bearing barrier, one storey or part-storey in height. 2.64 Plinth — The portion of a structure between the surface of the surrounding ground and surface of the floor, immediately above the ground. 

 Plinth Area — The built up covered area measured at the floor level of the basement or of any storey. 

 Porch — A covered structure supported on pillars or otherwise for the purpose of pedestrian or vehicular approach to a building. 

Room Height — The vertical distance measured from the finished floor surface to the finished ceiling surface. Where a finished ceiling is not provided, the underside of the joists or beams or tie beams shall determine the upper point of measurement.

Row Housing/Row Type Building — A row of buildings, with the only front, rear and interior open spaces where applicable.

 Semi-Detached Building — A building detached on three sides. 

 Service Road/Lane — A road/lane provided adjacent to a plot(s) for access or service purposes as the case may be. 

 Set-Back Line — A line usually parallel to the plot boundaries and laid down in each case by the Authority, beyond which nothing can be constructed towards the plot boundaries. 

Site (Plot) — A parcel (piece) of land enclosed by definite boundaries. 

Site, Corner — A site at the junctions of and fronting on two or more intersecting streets. 

 Site, Depth of — The mean horizontal distance between the front and rear site boundaries. 

Site, Double Frontage — A site, having a frontage on two streets, other than a corner plot.

 Site, Interior or Tandem — A site access to which is by a passage from a street whether such passage forms part of the site or not. 

 Stair cover (or MUMTY) — A structure with a roof over a staircase and its landing built to enclose only the stairs for the purpose of providing protection from weather and not used for human habitation. 

Storey — The portion of a building included between the surface of any floor and the surface of the floor next above it, or if there be no floor above it, then the space between any floor and the ceiling next above it. 

 Storey, Topmost — The uppermost storey in a building whether constructed wholly or partly on the roof.

Tower-like Structures — Structures shall be deemed to be tower-like structures when the height of the tower-like portion is at least twice the height of the broader base at ground level. 

 VERANDAH — A covered area with at least one side open to the outside with the exception of 1 m high parapet on the upper floors to be provided on the open side.

 Volume to Plot Area Ratio (VPR) — The ratio of the volume of the building measured in cubic meters to the area of the plot measured in square meters and expressed in meters. 

Water-Closet (WC) — A water flushed plumbing fixture designed to receive human excrement directly from the user of the fixture. The term is used sometimes to designate the room or compartment in which the fixture is placed.

 Window — An opening to the outside other than a door, which provides all or part of the required natural light or ventilation or both to an interior space.

LAP LENGTH FOR COLUMN BEAMS AND SLAB

LAP LENGTH FOR
COLUMN = 50 D
BEAM = 60 D
SLAB = 60 D

D=DIAMETER OF THE BAR.

IF DIAMETER IS 16MM

COLUMN = 50*16= 900MM
BEAM = 60*16 = 960MM
SLAB = 60*16 = 960MM


HOW TO CALCULATE DEAD WEIGTH OF CONCRETE SLAB



THE UNIT WEIGHT OF RCC SLAB IS 2500KG/SQM

JUST MULTIPLY THE SLAB THICKNESS AND AND YOU HAVE THE DEAD LOAD OF THE SLAB THICKNESS
 
EXAMPLE

DEAD LOAD OF THE SLAB 150MM (0.15M) SHALL BE:

2500*0.15=375KG/M

TOTAL DEAD LOAD ON SLAB

EXAMPLE 
LENGTH:-8M
WIDTH:-6M

AREA = 8M*6M=48SQM

DEAD LOAD

2500*0.15*6*8=18000KG
=18 TONNES

DEAD LOAD IN THE FORM OF UDL

ASSUME EFFECTIVE SPAN = 6M

SO, UDL =18000/6= 3000KG/M.


 


TMT BAR WEIGHT AND SIZE

TMT SIZE     TMT RODS PER BUNDLE         TMT WEIGHT PER BUNDLE
(1BUNDLE)

8MM              10                                                      47 KG
10MM            7                                                      53KG
12MM            5                                                      53.4KG
16MM            3                                                      56.88KG
20MM            2                                                      59.2KG
25MM            1                                                      46.2 KG
32MM            1                                                      75.72 KG

LENGHT OF TMT BAR IS 12MTS OR 40FEET

RCC COLUMN DESIGN

RCC COLUMN DESIGN




ASSUME THE LENGTH OF COLUMN AND FOOTINGS IS ABOUT 19 FEET
THE COLUMN SIZE IS (2' X 1.5') 
THE ROD WHICH WE ARE GOING TO USE IS 20MM,16MM, AND 8MM FOR STIRRUPS

THE DENSITY OF STEEL FOR 
20MM=2.5 KG/M
16MM = 1.6 KG/M
8MM = 0.4 KG /M

LET US CALCULATE THE STEEL REQUIRED OF ONE COLUMN.

STEEL BAR SIZE = DENSITY OF BAR * LENGTH OF COLUMN * NUMBER OF BARS

LET US CONVERT THE LENGTH OF BAR IN  TO METERS

19' * 0.3 = 5.7 M

20MM ROD = 2.5 KG/M * 5.7 M * 4 = 57 KG (APPROXIMATELY 1 BUNDLE)
16MM ROD = 1.6 KG/M * 5.7 M * 4 = 37 KG (APPROXIMATELT 2 RODS)

8MM ROD FOR STIRUPS @ C/C OF 0.5'

TOTAL WE REQURIE 30 STIRUPS

CUTTING LENGTH OF ROD 2'+1.5'+2'+1.5'= 7'+ 1' = 8'

8' * 0.3M = 2.7M

8MM ROD = 0.4 * 2.7 * 30 = 32.4 KG ( APPROXIMATELY 14 RODS)

*(1 TMT STEEL ROD IS OF 45' IN LENGTH)*

STAIR DESIGN

STAIRCASE DESIGN



HOW TO DESIGN A STAIRCASE

CONSIDER YOU HAVE STAIRCASE ROOM  OF 4.5M X 2.0M AND HEIGHT OF THE ROOM IS 3.0M

SIZE OF THE ROOM = 4.5M X 2.0 M
HEIGHT = 3.0 M
ASSUMING WIDTH OF THE STAIRCASE AS 1.0M

PROVIDE TWO FLIGHT WITH MID LANDING HEIGHT OF EACH FLIGHT
                      = 3.0 / 2 = 1.5 M

ASSUME 15 CM RISERS

NO OF RISERS REQURIED IS = 150 / 15 = 10 NOS

ASSUMING 25 CM TREAD

LENGTH OF THE FLIGHT = (10-1) 25 = 225 CM

WIDTH OF LANDING  = 1.0M

SPACE LEFT FOR PASSAGE  = (4.5-1-2.25) = 1.25 M

SO PROVIDE

25CM TREAD AND 15CM RISERS WITH 1.0M WIDE MID LANDING.