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A vertical steel rod of uniform diameter, 3.0m long is rigidly secured at its upper end and a weight of 2 kN is allowed to slide freely on the rod through a distance of 25mm on to a collar at the lower end of the rod. Calculate the diameter of the rod, if the maximum strain is not to exceed 1/1600. Take E = 2 X 10⁵N/mm².
Find out fixed end moment for a fixed beam carrying uniformly distributed load for the whole span.
A steel bar 1 meter in length is subjected to a pull such that the maximum stress is equal to 150 N/mm². Its cross-section is 200 mm² over a length of 950 mm and for the middle 50 mm length the sectional area is 100 mm². If E=2 X 10⁵N/mm², calculate strain energy stored in the bar.
It is found that a bar 36 mm in diameter stretches 2.1 mm under a gradual load of 120 kN. If a weight of 1500 N is dropped on to a collar at the lower end of this bar, through a height of 60 mm before commencing to stretch the bar, calculate the maximum instantaneous stress and elongation produced in the bar.
Derive the relation between slope, deflection and radius of curvature of the beam.
A fixed beam AB of span 6 m carries two point loads of 20 kN each at distance 1.5 m from each end. Draw S.F. and B.M diagrams for the beam.
State basic difference between fixed and simply supported beams. State advantages of fixed beam over simply supported beam.
A masonry dam 6 m high, 3 m wide at base and 1.2 m wide at top, retains water on vertical face for full height. Considering density of masonry as 17 kN/m³ and density of water as 10 kN/m³, find out maximum and minimum pressure intensities at the base.
A masonry trapezoidal dam is constructed with following data. Find the width of the dam at base so that 'no tension' is occurred on section.
Explain with neat sketch: Effective length of column with d ifferent end conditions.
Calculate deflections under the loads for a beam loaded as shown in figure.(By Macaulay's Method).
Prove that the maximum strain energy stored in a body is given by ,U= (σ2/2E) x Volume.
A thin cylindrical shell of internal diameter d, wall thickness t and length L, is subjected to internal pressure p. Derive the expression for change in volume of the cylinder.
The external and internal diameter of a hollow cast iron column are 200 mm and 150 mm respectively. If column is hinged at both ends having a length of 4 m, deter mine the c r i p p l i n g load using Rankine formula . Take fs = 550N/mm² and α = 1/1600.
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Official Gujarat Technological University (GTU) examination paper for Structural Analysis-I (Summer 2025, 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.
3140603 Structural Analysis-I
Official GTU PDF · Summer 2025
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