Q.1
14 MarksExplain step by step procedure to measure deflection angle with theodolite.
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Explain step by step procedure to measure deflection angle with theodolite.
Line Length (m) Bearing AB 320 51° BC 280 324° CD 400 242° DA 360 132° Calculate Latitude and departure of the sides of the traverse. Also calculate closing error and relative error of closure of this traverse.
Two roads meeting at 130° angle are connected by a simple circular curve of radius 200 m. Calculate offsets from long chord at 20 m interval.
Derive formula for height H and distance D in trigonometric levelling when two instruments are set at same level.
Derive the expressions for computing horizontal distances and elevation in trigonometric levelling when base of stations are not in the same vertical plane.
Explain the method of correlates. What are its advantages over the normal equation method?
What are the points to be considered while selecting the site for a base line?
Derive the equations for horizontal and vertical distances for inclined sights with staff vertical.
Questions repeat across sessions. Working through two or three papers shows you which topics GTU asks most.
BE Civil
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Official Gujarat Technological University (GTU) examination paper for Surveying (Summer 2026, B.E. · Civil Engineering, Sem 4). Features complete 70-mark regular & remedial examination pattern, official marking distribution across all 5 questions, and direct 1-click official PDF download.
Transcribed for student exam preparation from Gujarat Technological University official examination archives. Questions, syllabus guidelines, and curriculum marking schemes remain the intellectual property of Gujarat Technological University.
3140601 Surveying
Official GTU PDF · Summer 2026
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