312339-SURVEYING, Sem II Diploma in Civil Engineering, MSBTE K Scheme
Surveying is generally used to make land maps and boundaries. The development of engineering survey is the basic foundation to ensure the quality of the project, because it can provide accurate data for the subsequent construction. Surveying is involved in everything, from accurately drawing boundaries between private and public land, to inspecting bridges and other critical infrastructure. Without surveying, the placement, security, and safety of projects cannot be assured. Therefore, the students are required to develop such competency to carry out the given type of survey using relevant equipment’s so as to prepare the plan to interpret the information to take the appropriate decisions. This course will help the students in achieving in above mentioned goal. The industry expected outcome is to prepare plans and Contour maps using Surveying Equipment’s and Techniques.
This blog on “312339-SURVEYING” will provide all the required study materials, including the syllabus, sample MSBTE question papers, MSBTE paper solutions, and unit-by-unit questions and answers with marks in accordance with the MSBTE’s “K” scheme. If you are looking for study material that will help you pass with good marks in “SURVEYING” then this is the perfect blog for you, and your search will end here.
Students find “SURVEYING” to be a difficult subject, but in order to do well in surveying, consistent, focused study and practice are necessary. Your future studies and engineering job will benefit from having a solid understanding of surveying. SURVEYING is one of the most interesting and important basic subjects in civil engineering program group.
SURVEYING Syllabus Download for MSBTE K Scheme Diploma in Civil Engineering:
Click below for SURVEYING Syllabus Download for MSBTE K Scheme Diploma in Civil Engineering
Unit wise MSBTE K scheme board asked important questions
Unit – I Overview and Classification of Surveying (Marks – 06)
1.1 Surveying: Introduction, Purpose, use and Principles.
1.2 Types of surveying- Primary and Secondary classification, Plane, Geodetic, Cadastral, Hydrographic, Photogrammetry Aerial, Layout survey, Control survey, Topographical survey, Route survey, Reconnaissance survey.
1.3 Conventional sign and symbols
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Unit – II Cross Staff and Compass Surveying (Marks – 14)
2.1 Linear Measurement Instruments: Metric Chain, Tapes, Arrow, Ranging rod, Open cross staff (IKS)
2.2 Chain survey Station, Base line, Check line, Tie line, Offset, Tie station, Types of offsets: Perpendicular and Oblique
2.3 Ranging: Direct and Indirect Ranging.
2.4 Area Calculations of field by cross staff (Numerical problems)
2.5 Compass Traversing: open, closed.
2.6 Technical Terms: Geographic/True Magnetic and Arbitrary Meridians and Bearings, Meridian and Bearing,
2.7 Whole Circle Bearing System and Reduced Bearing System . Numerical on conversion of given bearing to another bearing (from one form to another), Fore Bearing and Back Bearing,
2.8 Calculation of internal and external angles from bearings at a station.
2.9 Components of Prismatic Compass and their Functions (No sketch) Temporary
adjustments and observing bearings
2.10 Local attraction, Methods of correction of observed bearings-Correction at station and correction to included angles
2.11 Methods of plotting a traverse and closing error, Graphical adjustment of closing error.
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Unit – III Theodolite Surveying (Marks – 20)
3.1 Types and uses of Theodolite; Component parts of transit Theodolite and their functions, Reading the Vernier of transit Theodolite
3.2 Technical terms- Swinging, Transiting, Face left, Face right
3.3 Fundamental axes of transit Theodolite and their relationship
3.4 Temporary adjustment of transit Theodolite
3.5 Measurement of horizontal angle- Direct and Repetition method, Errors eliminated by method of repetition
3.6 Measurement of vertical Angle
3.7 Theodolite traversing by included angle method and deflection angle method
3.8 Checks for open and closed traverse, Calculations of bearing from angles
3.9 Traverse computation-Latitude, Departure, Consecutive coordinates, independent coordinates, Balancing the traverse by Bowditch’s rule and Transit rule, Gale’s Traverse table computation
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Unit – IV Levelling and Contouring (Marks – 22)
4.1 Terminologies: Level surfaces, level line, Horizontal and vertical surfaces, Datum, Bench Marks- GTS, Permanent, Arbitrary and Temporary, Reduced Level, Line of collimation, Back sight, Fore sight, intermediate sight, Change point, Height of instruments
4.2 Types of levels: Dumpy, Auto level, Digital level, Fundamental axis of Dumpy Level . Temporary adjustments of Level.
4.3 Types of Levelling Staffs: Self-reading staff and Target staff.
4.4 Reduced level by Plane of collimation method and Rise/ Fall Method
4.5 Fnd the R. L. by H.I. method with necessary checks (Numerical problems)
4.6 Find the R.L by Rise and Fall method with necessary checks. (Numerical problems)
4.7 Types of Leveling : Simple, Differential, Fly, Profile and Reciprocal Levelling
4.8 Contour, contour interval, horizontal equivalent.
4.9 Contour maps: Characteristics and uses of Contour maps
4.10 Methods of Locating Contour: Direct and Indirect
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Unit – V Plane Table Surveying (Marks – 08)
5.1 Principle of plane table survey.
5.2 Accessories of plane table and their use, Telescopic alidade.
5.3 Setting of plane table; Orientation of plane table – Back sighting and Magnetic meridian method
5.4 Methods of plane table surveys- Radiation, Intersection and Traversing.
5.5 Merits and demerits of plane table survey.
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How many marks do theory questions get in the MSBTE Board exam?
By solving previous year question papers and at least 4 times revision, you will score a good marks in MSBTE K scheme board exam.