B.TechSemester 52024-25Structural AnalysisBCE502
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Structural Analysis (BCE502) - AKTU Question Paper 2024-25

B.Tech · Semester 5 · Free PDF Download

This is the official AKTU Structural Analysis Previous Year Question Paper for B.Tech Semester 5, academic session 2024-25. Published by Dr. A.P.J. Abdul Kalam Technical University (AKTU/UPTU), Lucknow. Free PDF download — no login required.

Course:B.Tech
Semester:Semester 5
Session:2024-25
University:AKTU / UPTU

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Questions Asked in 2024-25

Structural Analysis (BCE502) — complete question paper · 70 marks · 3 Hours

Section AAttempt all questions in brief. 2 x 07 = 14
  • a
    Classify the structures base on stability
  • b
    Where the loads must be applied on a pin jointed truss?
  • c
    Give the classification of truss
  • d
    What are the assumptions made i n finding the forces in a truss?
  • e
    What is the use of Maxwell' s reciprocal theorem?
  • f
    What are the advantages of influence line diagram?
  • g
    What is the principle of Eddy’s theorem?
Section BAttempt any three of the following: 07 x 3 = 07
  • a
    Determine the degree of indete rminacy of the truss shown in figure
  • b
    Explain simple truss with ske tch those are stable in form independent of support
  • c
    A continuous beam ABC of uniform section has two equals span s AB and BC each of length “l”. Duri ng loading support ‘B’ sinks by δ1 and support C sinks by δ 2. Find the reactions at supports in terms δ 1 and δ2 and l and flexural rigidity EI of the beam by strain energy method
  • d
    A uniformly distributed load of 15 kN/m covering a length of 3 m crosses a girder of span 10 m. Find the maximum shear force and bending moment at a section 4 m from left hand support
  • e
    Formulate equation of three hinged parabolic arch and equati on of three hinged circular arch
Section CAttempt any one part of the following: 07 x 1 = 07
  • a
    What do you mean by static indeterminacy? Explain giving at least two examples with reference to trusses
  • b
    A cable of span 100 m has its ends at heights 8 m, above the lowest point of the cable. It carries a Udl of 10 kN/m run of the span. Determine the horizontal and vertical reaction at the support What is the len gth of the cable?
  • a
    Figure shows a Warren type cantilever truss along with the i mposed loads. Solve the truss for find the forces in all members, by using method of tension coefficients
  • b
    Give the conditions of zero force member in truss
  • a
    A simply supported beam of span 6 m subjected to a concentra ted load of 45 kN at 2 m from left support. Evaluate the deflection under the load point by using unit load method. Take E= 200 x 106 kN/m2 and I = 14.0
  • b
    A beam ABCD is simply supported at its A and D over a span o f 30 m. It is made up of three portions AB, BC and CD each 10 metres in length. The moments of inertia of the section of these portions are I, 3I and 2I respectively. Where I = 2 X 1010mm4. The beam carries a point load of 150 KN at B and a point load of 300 KN at C. Neglecting the weight of the beam calculate the slopes and deflections at A, B, C and D. Take E = 200 kN/mm2. By conjugate beam method
  • a
    What is Muller-Breslau’s principle? Verify the principle wit h the help of an example
  • b
    Draw influence line diagram for S.F. and B.M. at a section 3 m from left end of simply supported beam of length 12 m. Determine also the maximum S.F. and maximum B.M. at the section due to u.d.l. of intensity 2 kN/m and 5 m long
  • a
    Define the terms normal thrust and radial shear force as app lied in three hinged arches. Obtain expression for the same
  • b
    A three hinged parabolic arch of span 20 mtr and rise 4 mtr, carries a udl of 20 kN/m run on the half span. Find the max. B.M. for the arch

Question text is extracted from the official AKTU question paper PDF above. Hindi translations are omitted — every question is printed in English in the original paper. Last verified: 2026-08-23.

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