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  2. 1. Using rise and fall methodIn this method booking is done in the following manner, B.S I.S F.S Rise Fall R.L Remarks 2.570 - - - - 100.00 A 3.750 - 1.200 1.370 - 101.37 C.P - - 3.750 - 0.70 100.67 B 5.620 - 4.950 1.370 0.70 - - 1) On any page of book, the first reading is always a B.S and last reading is always a F.S. If you are not getting F.S as last reading on each page, then it means you have done mistake while booking readings. 2) From the B.S next F.S is subtracted. If the answer is positive (+), it will be Rise and if the answer is negative (-) it be Fall and put that reading in respective box. 3) In the above table, I have assumed that Reduce Level (R.L) of point A is 100.0 and you can see R.L of point B is 100.67, which shows that point B is .67 units higher than point A. In case of numerous readings, the check should be applied at the end of each page while booking reading, ∑ (B.S) - ∑ (F.S) = ∑ Rise - ∑ Fall = R.L of last point - R.L of first point; 5.620 - 4.950 = 1.37 - 0.70 = 100.67 - 100.00 = 0.67 = 0.67 2. Using height of collimation method (H.O.C)For this method use the following formulas, R.L + B.S = H.O.C and H.O.C - F.S = R.L B.S I.S F.S H.O.C R.L Remarks 2.50 - - 102.50 100.00 - 1.75 1 1.95 102.30 100.55 - - 2.55 - - 99.75 - - 2.70 - - 99.60 - 2.95 - 3.10 - 99.20 - - - 2.75 - 99.40 - 7.20 - 7.80 - - - All other considerations are same as Rise/ Fall method. Below check have applied, ∑ (B.S) - ∑ (F.S) = R.L of last point - R.L of first point = 7.2 - 7.8 = 99.4 - 100 = -0.6 = -0.6
  3. Types of sewers1. Sanitary sewerIt carries sanitary sewage i.e. wastewater from municipality including domestic and industrial wastewater. 2. Storm sewerIt carries storm sewage including surface runoff and street wash. 3. Combined sewerIt carries domestic, industrial and storm sewage. 4. House sewerIt is the sewer conveying sewage from plumbing system of a building to common/municipal sewer. 5. Lateral sewerThis sewer carries discharge from house sewers. 6. Submain sewerThis sewer receives discharge from two or more laterals. 7. Main or trunk sewerIt receives discharge from two or more submains. 8. Outfall sewerIt receives discharge from all collecting system and conveys it to point of final disposal. Types of sewer systems1. Separate systemIf stormwater is carried separately from domestic and industrial wastewater, the system is called separate system. Separate systems are favored when: There is an immediate need for collection of sanitary sewage but not for stormwater. When sanitary sewage needs treatment, but the stormwater does not. 2. Combined systemIt is the system in which the sewer carries both sanitary and stormwater. Combined system is favored when: Combined sewage can be disposed off without treatment. Both sanitary and stormwater need treatment. Streets are narrow and two separate sewers cannot be laid. 3. Partially combined systemIf some portion of storm or surface runoff is allowed to be carried along with sanitary sewage, the system is known as partially combined system. In urban areas of developing countries, mostly partially combined system is employed.
  4. History of electronic distance measurementIn surveying distance measurements were always a challenge for surveyors specially when long distances were to be measured with high accuracy. In 1950 scientist tried to calculate the distance by using light beam to travel over unknown distance with measured time. Ordinary lights travels at a velocity of 186,000 miles per second, therefore the time taken will be very small to cover a short distance . This idea was soon dropped but the scientists succeeded in finding a low velocity light beam in form of Infra Red Rays generated by solid state Gallium Arsenide Diode (GAD). This was put into laboratory experimentation in 1960 and finally instrument called Electronic Distance Measurement came into existence. Initially the instruments were very expensive but as the demand increased the price was within the reach of most professionals. Revolution in surveying due to EDMModern EDM equipment contains hard-wired algorithms for reducing the slope distance to its horizontal and vertical equivalent. For most engineering surveys, Total stations combined with electronic data loggers are now virtually standard equipment on site. Basic theodolites can be transformed into total stations by add-on, top-mounted EDM modules. The development of EDM has produced fundamental changes in surveying procedures e.g. Traversing on a grandiose scale, with much greater control of swing errors, is now a standard procedure. The inclusion of many more measured distances into triangulation, rendering classical triangulation obsolete. This results in much greater control of scale error. Setting-out and photogrammetric control, over large areas, by polar coordinates from a single base line. Deformation monitoring to sub-millimetre accuracies using high-precision EDM The latest developments in EDM equipment provide plug-in recording modules, capable of recording many thousand blocks of data for direct transfer to the computer. There is practically no surveying operation which does not utilize the speed, economy, accuracy and reliability of modern EDM equipment. For example the EDM instrument Model # LEICA RM100 BUILDER POWER have the following particulars, Absolute circle reading Laser plummet Endless drives 30x magnification Dual-Axis compensation High resolution LCD display Electronic laser distance measurement Graphic sketches EDM measurement with red laser on target Upload and transfer data Data editing and exchange Connectivity to 3rd party devices Hence, the advent of EDM equipment has completely revolutionized all surveying procedures, resulting in a change of emphasis and techniques. Taping distance, with all its associated problems, has been rendered obsolete for all base-line measurement. Distance can now be measured easily, quickly and with great accuracy, regardless of terrain conditions.
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  6. Advantages of steel construction1. ReliabilitySteel structures are very reliable. The reasons for this reliability include consistency and uniformity in properties, better quality control because of factory manufacture, large elasticity, and ductility. If different specimens of some type of steel are tested in the laboratory for yield stress, ultimate strengths and elongations, the variation is much lesser than other materials like concrete and wood. Further, because of truly homogeneous and elastic material, steel satisfies most of the assumptions involved in the derivation of the analysis and design formulas and the results obtained and reliable. This may not be the case in concrete structures because of heterogeneous material, cracking and non-linearity of stress-strain relationship. 2. Industrial behaviorRolled steel sections are manufactured in factories. Also, the members may be cut and prepared for assembly in factories wile only joining of these components is carried out at the site by installing rivets or bolts and by welding different components. Sometimes parts of the structure are also assembled in the factories, that is, there is a great adaptation to prefabrication. Manual errors reduce greatly in such cases, the speed of construction increases, and the total cost reduces. 3. Lesser construction time / greater erection speedBecause of the industrial nature of steel construction. Progress of the work is fast making the structures economical. The reason is that these structures can be put to use earlier. The reduction in labor cost and overhead changes and the benefits obtained from the early use of the building contribute to the economy. 4. High strength and light weight natureThe high strength of steel per unit weight means that the dead loads will be smaller. It is to be noted that dead loads are a bigger part of the total loads on structure. When dead load reduces, the underneath members become still smaller due to less weight acting on them. This fact is of great importance for long-span bridges, tall building, and for structures having poor foundation conditions. 5. Uniformity, durability and performanceSteel is a very homogeneous and uniform material. Hence, it satisfies the basic assumptions of most of the analysis and design formulas. If properly maintained by painting, etc. the properties of steel do not change appreciably with time, whereas the properties of concrete in a reinforced concrete structure are considerably modified with time. Hence, steel structures are more durable. 6. ElasticitySteel behaves closer to design assumption than most of the other material because it follows Hooke’s law up to fairly high stresses. The stress produced remains proportional to the strain applied oft the stress-strain diagram remains a straight line. The steel sections do not crack or tear before ultimate load and hence the moments of inertia of a steel structure can be definitely calculated. The moments of inertia obtained for a reinforced concrete structure are rather indefinite. 7. Ductility and warning before failureThe Property of a material by which it can withstand extensive deformation without failure under high tensile stresses is said to be it ductility. Mild steel is a very ductile material. The percentage elongation of a standard tension test specimen after fracture can be as high as 25 to 30%. This gives visible deflections of evidence of impending failure in case of overloads. The extra loads may be removed from the structure to prevent collapse. Even if collapse does occur, time is available for occupants to vacate the building. In structural members under normal loads, high stress concentrations develop at various points. The ductile nature of the usual structural steel enables them to yield locally at those points, thus redistributing the stresses and preventing premature failures. 8. Additions to existing structuresAdditions to existing steel structures are very easy to be made. Connections between new and existing structures can be employed very effectively. New bays or even entire new wings can be added to existing steel frame building, and steel brides may often be widened. 9. Possible ReuseSteel sections cab be reused after a structure is disassembled. 10. Scrap valueSteel has a scrap value even though it is not reusable in its existing form. 11. Water-tight and air-tight constructionsSteel structures provide completely impervious construction and structures like reservoirs, oil pipes, gas pipes, etc. are preferably made from structural steel. 12. Long span constructionHigh-rise buildings, long span bridges and tall transmission towers are made up of structural steel. Industrial buildings up to a span of 90.m can be designed by plate girders or trusses. Bridge spans up to 260.m are made with plate girders. For through truss bridges, Bridge spans of 300.m have been used. 13. Temporary constructionFor temporary structures, steel construction is always preferred. Army constructions during war are mostly made out of structural steel. The structures may be disassembled by opening few bolts, component parts are carried to new places are the structure is easily reassembled. Disadvantages of steel construction1. High maintenance costs and more corrosionMost steels are susceptible to corrosion when freely exposed to air and water and must therefore be periodically painted. This requires extra cost and special care. The use of weathering steels, in stable design applications, tends to eliminate this cost. If not properly maintained, steel members can lose 1 to 1.5 mm of their thickness each year. Accordingly, such constructions can lose weight up to 35% during their specified life and can fail under the external loads. 2. Fireproofing costsAlthough steel members are incombustible, their strength is tremendously reduced at temperatures prevailing in fires. At about 400ºC, creep becomes much more pronounced. Creep is defined as plastic deformation under a constant load for a long period of time. This produces excessively large deflections/deformations of main members forcing the other members to higher stresses or even to collapse. Steel is an excellent conductor of heat and may transmit enough heat from a burning compartment of a building to start fire in other parts of the building to start fire in other parts of the building. Extra cost is required to properly fireproof the building. 3. Susceptibility to bucklingThe steel sections usually consist of a combination of thin plates. Further, the overall steel member dimensions are also smaller than reinforced concrete members. If these slender members are subjected to compression, there are greater chances of buckling. Buckling is a type of collapse of the members due to sudden large bending caused by a critical compressive load. Steel when used for columns is sometimes not very economical because considerable material has to be used merely to stiffen the columns against buckling. 4. Higher initial cost / less availabilityIn few countries, steel is not available in abundance and its initial cost is very high compared with the other structural materials. This is the most significant factor that has resulted in the decline of steel structures in these countries. 5. AestheticsFor certain types of buildings, the steel form is architecturally preferred. However, for majority of residential and office buildings, steel structures without the use of false ceiling and cladding are considered to have poor aesthetic appearance. A considerable cost is to be spent on such structures to improve their appearance. Cladding is a covering of metal, plastic or timber put on the surface of a structural member to completely encase it. The cladding not only protects the member but also improves its appearance.

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