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Analyze the continuous beam shown in Figure by slope deflection method and draw bending moment diagram.
A distributed load of 80 kN per metre run away occupy any position on the girder as shown in Figure. Find the maximum positive and negative shear force at the section marked C.
Analyze the frame shown in Figure by moment distribution method and draw bending moment diagram.
Calculate the central deflection for a simply supported beam of length ‘l’ subjected to a udl ‘w’ throughout its span using Castingliano’s 1st theorem.
Draw the influence line diagram for reaction at B in the continuous beam shown in Figure. EI is constant throughout.
For a cantilever beam, show that stiffness and flexibility matrices are reciprocal to each other.
Calculate the fixed end moment for the beam shown in Figure using Castigliano’s 2nd theorem.
For a mild steel bent of 200 mm diameter as shown in Figure, find the vertical deflection at D. E = 2×10⁵ N/mm².
A steel bar bent to the shape as shown in Figure is fixed at A and carries a vertical load W at C. Calculate the vertical deflection at C. EI is constant throughout
Differentiate between Stiffness method and Flexibility method. Which method is suitable for general computer programming?
For a beam shown in Figure, find the moments and the reactions at the supports. Draw bending moment and shear force diagram for the beam.
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Official Gujarat Technological University (GTU) examination paper for Structural analysis-II (Summer 2025, B.E. · Civil Engineering, Sem 5). 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.
3150614 Structural analysis-II
Official GTU PDF · Summer 2025
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