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The specimen is placed in compression testing machine with 6 mm plywood on top and bottom of it to get uniform load on the specimen. Then the crushing strength is the ratio of crushing load to the area of brick loaded. Average of five specimen is taken as the crushing strength. Then they are immersed in water for a period of 24 hours.
The specimen are taken out and wiped with cloth. The weight of each specimen in wet condition is determined. The difference in weight indicate the water absorbed. Then the percentage absorption is the ratio of water absorbed to dry weight multiplied by The average of five specimen is taken. This value should not exceed 20 per cent. To check it, 20 bricks are selected at random and they are stacked along the length, along the width and then along the height. IS code permits the following limits: Lengthwise: to mm Widthwise: to mm Heightwise: to mm.
The following field tests help in acertaining the good quality bricks: i uniformity in size ii uniformity in colour iii structure iv hardness test v sound test vi strength test. This check is made in the field by observation.
This observation may be made before purchasing the brick. The section should be homogeneous, compact and free from defects such as holes and lumps. The sound should not be dull. If no impression is marked on the surface, the brick is sufficiently hard vi Efflorescense: The presence of alkalies in brick is not desirable because they form patches of gray powder by absorbing moisture.
Hence to determine the presence of alkalies this test is performed as explained below: Place the brick specimen in a glass dish containing water to a depth of 25 mm in a well ventilated room. After all the water is absorbed or evaporated again add water for a depth of 25 mm. They are burnt in kilns. They fulfill all desirable properties of bricks. The edges may not be sharp and uniform. The surface may be some what rough. Such bricks are commonly used for the construction of walls which are going to be plastered.
Their edges are somewhat distorted. They produce dull sound when struck together. They are used for temporary and unimportant structures.
They are dark in colour. The shape is irregular. They are used as aggregates for concrete in foundations, floors and roads. Lime has been used as the material of construction from ancient time. When it is mixed with sand it provides lime mortar and when mixed with sand and coarse aggregate, it forms lime concrete.
When water is added, it slakes 1 vigorously and its volume increases to 2 to 2 times. It is white in colour. Its colour is muddy. It has poor binding property. The mortar made with such lime is used for inferior works. Class A Lime: It is predominently hydraulic lime. It is normally supplied as hydrated lime and is commonly used for structural works.
Class B Lime: It contains both hydraulic lime and fat lime. It is supplied as hydrated lime or as quick lime. It is used for making mortar for masonry works. Class C Lime: It is predominently fat lime, supplied both as quick lime and fat lime. It is used for finishing coat in plastering and for white washing. Class D Lime: This lime contains large quantity of magnesium oxide and is similar to fat lime.
This is also commonly used for white washing and for finishing coat in plastering. Class E Lime: It is an impure lime stone, known as kankar. It is available in modular and block form.
It is supplied as hydrated lime. It is commonly used for masonry mortar. Hydraulic limestones are bluish grey, brown or are having dark colours. The hydraulic lime gives out earthy smell.
They are having clayey taste. The presence of lumps give indication of quick lime and unburnt lime stones. If weight of sample after cooling is W2, the loss of weight is W2 — W1. The loss of weight indicates the amount of carbon dioxide.
From this the amount of calcium carbonate in limestone can be worked out. The content is stirred and the test tube is kept in the stand for 24 hours. Vigourous effervescence and less residue indicates pure limestone.
If effervescence is less and residue is more it indicates impure limestone. By adding sufficient water about 40 mm size lime balls are made and they are left undisturbed for six hours. Then the balls are placed in a basin of water. If within minutes slow expansion and slow disintegration starts it indicates class C lime. If there is little or no expansion, but only cracks appear it belongs to class B lime. The cement is obtained by burning a mixture of calcarious calcium and argillaceous clay material at a very high temperature and then grinding the clinker so produced to a fine powder.
It was first produced by a mason Joseph Aspdin in England in He patented it as portland cement. Important varieties are briefly explained below: i White Cement: The cement when made free from colouring oxides of iron, maganese and chlorium results into white cement.
In the manufacture of this cement, the oil fuel is used instead of coal for burning. White cement is used for the floor finishes, plastering, ornamental works etc. In swimming pools white cement is used to replace glazed tiles.
It is used for fixing marbles and glazed tiles. The chlorium oxide gives green colour. Cobalt produce blue colour. Iron oxide with different proportion produce brown, red or yellow colour.
Addition of manganese dioxide gives black or brown coloured cement. These cements are used for giving finishing touches to floors, walls, window sills, roofs etc. Finer grinding also adds to quick setting property.
This cement starts setting within 5 minutes after adding water and becomes hard mass within 30 minutes. This cement is used to lay concrete under static or slowly running water. Grinding to very fine is also necessary. Though the initial and final setting time of this cement is the same as that of portland cement, it gains strength in early days. This property helps in earlier removal of form works and speed in construction activity. This may give rise to cracks. Hence in such constructions it is preferable to use low heat cement.
It can be processed from shales and certain types of clay also. In this cement pozzulana material is 10 to 30 per cent. It can resist action of sulphate. It releases less heat during setting. It imparts higher degree of water tightness. Its tensile strength is high but compressive strength is low. It is used for mass concrete works. It is also used in sewage line works. This property is achieved by adding expanding medium like sulpho aluminate and a stabilizing agent to ordinary cement.
This is used for filling the cracks in concrete structures. It is more resistant to sulphate and acid attack. It develops almost full strength within 24 hours of adding water. It is used for under water works. By grinding clinkers of cement with about 60 to 65 per cent of slag, this cement is produced.
The properties of this cement are more or less same as ordinary cement, but it is cheap, since it utilise waste product. This cement is durable but it gains the strength slowly and hence needs longer period of curing. This cement has good resistance to action of acid and water. It is commonly used in the construction of chemical factories.
It is used in the construction of structures which are likely to be damaged by alkaline conditions. Examples of such structures are canals, culverts etc. The particles of fly ash are very minute and they fly in the air, creating air pollution problems. Thermal power stations have to spend lot of money to arrest fly ash and dispose safely.
It is found that one of the best way to dispose fly ash is to mix it with cement in controlled condition and derive some of the beneficiary effects on cement. Now-a-days cement factories produce the fly ash in their own thermal stations or borrow it from other thermal stations and further process it to make it suitable to blend with cement.
Fly ash blended cements have superior quality of resistance to weathering action. The ultimate strength gained is the same as that with ordinary portland cement. However strength gained in the initial stage is slow. Birla plus, Birla star, A.
Suraksha are some of the brand mame of blended cement. When water is added to cement, C3A is the first to react and cause initial set. It generates great amount of heat. C3S hydrates early and develops strength in the first 28 days. It also generates heat. C2S is the next to hydrate. It hydrates slowly and is responsible for increase in ultimate strength. C4AF is comparatively inactive compound. IS — specifies the method of testing and prescribes the limits: a Fineness b Setting time c Soundness d Crushing strength.
According to IS code specification weight retained on the sieve should not be more than 10 per cent. The cement is said to be unsound, if it exhibits volumetric instability after hardening. IS code recommends test with Le Chatelier mould for testing this property. At the end of the test, the indicator of Le Chatelier mould should not expand by more than 10 mm. Residue on the sieve is weighed. This should not exceed 10 per cent by weight of sample taken.
Initial setting time is the time taken by the cement from adding of water to the starting of losing its plasticity. Final setting time is the time lapsed from adding of the water to complete loss of plasticity. Vicat apparatus is used for finding the setting times [Ref.
Vicat apparatus consists of a movable rod to which any one of the three needles shown in figure can be attached. An indicator is attached to the movable rod. A vicat mould is associated with this apparatus which is in the form of split cylinder.
The plunger is attached to the movable rod of vicat apparatus and gently lowered to touch the paste in the mould. Then the plunger is allowed to move freely. If the penetration is 5 mm to 7 mm from the bottom of the mould, then cement is having standard consistency.
If not, experiment is repeated with different proportion of water fill water required for standard consistency is found. Then the tests for initial and final setting times can be carried out as explained below: Initial Setting Time: gms of cement is thoroughly mixed with 0. Then it is freely allowed to penetrate. In the beginning the needle penetrates the paste completely. As time lapses the paste start losing its plasticity and offers resistance to penetration.
When needle can penetrate up to 5 to 7 mm above bottom of the paste experiment is stopped and time lapsed between the addition of water and end if the experiment is noted as initial setting time.
Final Setting Time. The square needle is replaced with annular collar. Experiment is continued by allowing this needle to freely move after gently touching the surface of the paste. Time lapsed between the addition of water and the mark of needle but not of annular ring is found on the paste. This time is noted as final setting time. Le Chatelier apparatus shown in Fig. It consists of a split brass mould of diameter 30 mm and height 30 mm.
On either side of the split, there are two indicators, with pointed ends. The ends of indicators are mm from the centre of the mould. Glass plate 30 mm Glass plate Elevation Brass mould Thickness 0. Then the whole assembly is kept under water for 24 hours.
Note the distance between the indicator. Then place the mould again in the water and heat the assembly such that water reaches the boiling point in 30 minutes. Boil the water for one hour. The mould is removed from water and allowed to cool. The distance between the two pointers is measured.
The difference between the two readings indicate the expansion of the cement due to the presence of unburnt lime. This value should not exceed 10 mm. They are 4 mixed with trowel for 3 to 4 minutes to get uniform mixture. The mix is placed in a cube mould of A hopper is secured at the top and the remaining mortar is filled. The mould is vibrated for two minutes and hopper removed.
The top is finished with a knife or with a trowel and levelled. After specified period cubes are tested in compression testing machine, keeping the specimen on its level edges. Average of three cubes is reported as crushing strength. The compressive strength at the end of 3 days should not be less than Some of them are listed below: i Cement slurry is used for filling cracks in concrete structures.
This form of timber is known as rough timber. By sawing, rough timber is converted into various commercial sizes like planks, battens, posts, beams etc. Such form of timber is known as converted timber. Many ancient temples, palaces and bridges built with timber can be seen even today. The following are the important basis: i Mode of growth ii Modulus of elasticity iii Durability iv Grading v Availability.
These rings are known as annual rings. Hence it is possible to find the age of timber by counting these annual rings. These trees may be further divided into 1 coniferrous and 2 deciduous.
Coniferrous trees are having cone shaped leaves and fruits. The leaves do not fall till new ones are grown. They yield soft wood.
Deciduous trees are having broad leaves. These leaves fall in autumn and new ones appear in springs. They yield strong wood and hence they are commonly used in building construction. The classification as soft wood and hard wood have commercial importance. The difference between soft wood and hard wood is given below: 1. In soft wood annual rings are seen distinctly whereas in hard wood they are indistinct. The colour of soft wood is light whereas the colour of hard wood is dark.
Soft woods have lesser strength in compression and shear compared to hard woods. Soft woods are light and hard woods are heavy. Fire resistance of soft wood is poor compared to that of hard wood. The structure of soft wood is resinous while structure of hard wood is close grained.
The cross-section of a exogeneous tree is as shown in the Fig. Pith: It is the inner most part of the tree and hence the oldest part of exogeneous tree when the plant becomes old, the pith dies and becomes fibrous and dark. It varies in size and shape.
Heart Wood: This is the portion surrounding pith. It is dark in colour and strong. This portion is useful for various engineering purpose. This is the dead part of wood. It consists of several annular rings. Sap Wood: It is the layer next to heart wood. It denotes recent growth and contains sap. It takes active part in the growth of trees by allowing sap to move in upward direction. The annual rings of sap wood are less sharply divided and are light in colour.
The sap wood is also known as alburnum. Cambium Layer: It is a thin layer of fresh sap lying between sap wood and the inner bark. It contains sap which is not yet converted into sap wood. If the bark is removed and cambium layer is exposed to atmosphere, cells cease to be active and tree dies.
Inner Bark: It is a inner skin of tree protecting the cambium layer. It gives protection to cambium layer. Outer Bark: It is the outer skin of the tree and consists of wood fibres. Sometimes it contains fissures and cracks. Medullary Rags: These are thin radial fibres extending from pith to cambium layer. They hold annular rings together. In some of trees they are broken and some other they may not be prominent. Fresh fibrous mass is in the inner most portion. Examples of endogenous trees are bamboo and cane.
They are not useful for structural works. Then timbers are classified as: High durability: If average life is more than 10 years. Moderate durability: Average life between 5 to 10 years. Low durability: Average life less than 5 years. The classification is based on permissible stresses, defects etc. Less than m3 per year.
Odour: It should be pleasant when cut freshly. Soundness: A clear ringing sound when struck indicates the timber is good. Texture: Texture of good timber is fine and even. Grains: In good timber grains are close. Density: Higher the density stronger is the timber. Hardness: Harder timbers are strong and durable.
Warping: Good timber do not warp under changing environmental conditions. Toughness: Timber should be capable of resisting shock loads. Abrasion: Good timber do not deteriorate due to wear. This property should be looked into, if timber is to be used for flooring. Strength: Timber should have high strength in bending, shear and direct compression.
Modulus of Elasticity: Timber with higher modulus of elasticity are preferred in construction. Fire resistance: A good timber should have high resistance to fire. Permeability: Good timber has low water permeability. Workability: Timber should be easily workable. It should not clog the saw. Durability: Good timber is one which is capable of resisting the action of fungi and insects attack Defects: Good timber is free from defects like dead knots, shakes and cracks.
By doing so the durability of timber is increased. The various methods of seasoning used may be classified into: i Natural seasoning ii Artificial seasoning. Air seasoning is carried out in a shed with a platform. On about mm high platform timber balks are stacked as shown in Fig. Care is taken to see that there is proper air circulation around each timber balk. Over a period, in a natural process moisture content reduces. This is a slow but a good process of seasoning.
Water seasoning is carried out on the banks of rivers. The thicker end of the timber is kept pointing upstream side. Being one of the largest online companies in the world providing essay writing services, we offer many academic writing services.
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Chief architect x2 metric units free
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Also remember to state the exact time the writer should take to do your revision. We offer free revision as long as the client does not change the instructions that had been previously given.
In case a client want to alter the instructions, revision can be done but at a negotiated fee. We do not take the issue of plagiarism rightly. As a company we try as much as possible to ensure all orders are plagiarism free. We also have a plagiarism detection system where all our papers are scanned before being delivered to clients. We have writers who are always ready to work and take up orders with a short deadline. We deliver papers as early as after 3 hours of ordering.
You only have to indicate the short deadline and our support team will help pick the best and most qualified writer in your field. The writer will confirm whether they will submit the paper within the set deadline. After confirmation, your paper will be delivered on time. We never at any time reuse the papers we write for our clients. We also do not have a database of previously written papers. We never send published papers to clients nor do we publish the papers after sending them to our clients.
Whether to reference us in your work or not is a personal decision. If it is an academic paper, you have to ensure it is permitted by your institution. We do not ask clients to reference us in the papers we write for them. When we write papers for you, we transfer all the ownership to you. This means that you do not have to acknowledge us in your work not unless you please to do so. Our online assignment help is one of the best essay writing help in the world as we work with international students from the most prestigious universities in the world.
We write quality papers for our clients as we have employed highly qualified academic writers from all over the world. Our writers are able to handle complex assignments from their field of specialization. When it comes to finding the best specialist for your paper there are 3 categories of specialist that we have to look at;.
Turning to course help online for help is legal. Getting assignment help is ethical as we do not affect nor harm the level of knowledge you are expected to attain as a student according to your class syllabus. Our services are here to provide you with legitimate academic writing help to assist you in learning to improve your academic performance.
With course help online, you pay for academic writing help and we give you a legal service. This service is similar to paying a tutor to help improve your skills. Our online services is trustworthy and it cares about your learning and your degree. Hence, you should be sure of the fact that our online essay help cannot harm your academic life. You can freely use the academic papers written to you as they are original and perfectly referenced.