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Here I am giving you question paper for Gujarat technological university civil engineering 3rd sem structural analysisi examination in PDF file attached with it . Q.1 (a) Differentiate between curved beam and arches. 03 (b) What are the different indeterminacies in the structure? Explain their uses in the structural analysis giving the examples. 04 (c) What are the different types of the strain energies stored in the structure? Why is it important for the analysis of the structure? 03 (d) What is the difference between mode of failures of long and short column? For a mild steel having modulus of elasticity as 200 GPa and yield stress of 250 N/mm2, calculate the critical slenderness ratio that separates short and long column. 04 Q.2 (a) For a structure as shown in the figure.1, draw bending moment, shear force and axial force diagrams. 07 (b) For a structure as shown in the figure.2, draw bending moment, shear force and torsion diagrams. 07 OR (b) A curved beam has semicircular shape with radius of 3m and is loaded by a point load of 10kN at centre of arc. Calculate the maximum bending moment, shear force and torsion. 07 Q.3 (a) For a beam as shown in the figure.3, calculate the deflection and slope at the free end by Macaulay’s method of double integration. Assume E= 2x105 N/mm2 and I = 5x106 mm4. 07 (b) For the truss as shown in the figure.4, calculate the vertical deflection at the central lower point. Assume that all the members are having equal E and A. 07 OR Q.3 (a) For a beam as shown in the figure.3, calculate the deflection under the point load by Moment Area method OR Conjugate Beam Method. Assume E= 2x105 N/mm2 and I = 5x106 mm4. 07 (b) Analyze the compound truss as shown in the figure.5 and tabulate the forces in the members. 07 Q.4 (a) A column has one end fixed and other end hinged with length of 6.0m. It is made up of a tube having external diameter of 100mm and wall thickness of 10mm. If the yield strength of the material is 410 N/mm2 and rankine’s constant is 1/4800, calculate Euler’s critical load and rankine’s critical load. 07 (b) A bar of diameter 25mm and length of 3m is attached with a collar at bottom. If a weight of 10kN is falling on the collar from a 200mm height, calculate the maximum instantaneous strain, stress and elongation of the bar. Assume E= 2x105 N/mm2. Last edited by Aakashd; June 7th, 2019 at 11:03 AM. 
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Re: GTU Civil Engineering 3rd Sem Structural AnalysisI Exam paper
I am student of Gujarat Technological University (GTU) and from here doing my engineering degree. Will you please provide me previous year papers of 3rd Sem Structural AnalysisI also provide me books name for this subject?

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Re: GTU Civil Engineering 3rd Sem Structural AnalysisI Exam paper
As per your request here I am providing you some previous year GTU Civil Engineering 3rd Sem Structural AnalysisI Exam paper please find the below attached file: GTU Structural AnalysisI Exam paper Books name: Mechanics of Structures VolI Junarkar S.B. & Shah H.J.;  Charotar publishing house, Anand Intermediate Structural Analysis Wang C. K.;  Tata McGraw Hill book Company, New Delhi Engineering Mechanics of Solids Popov E.P.;  Prentice Hall of India, New Delhi Strength of Materials Ryder G.H.;  Mcmillan Mechanics of Materials Gere & Timoshenko  CBS Publishers & Distributors, Delhi Mechanics of Materials Hibbler R C;  Pearson Education Structural Analysis Hibbler R C;  Pearson Education Address: Gujarat Technological University K6 Circle, E4 Electronic Estate, G.I.D.C, Sector  26 Near Govt Polytechnic Gandhinagar, Gujarat 382028 079 2326 7800 Map location:
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