B.TechSemester 62023-24Advance Structural AnalysisKCE061

Advance Structural Analysis (KCE061) - AKTU Question Paper 2023-24

B.Tech · Semester 6 · Free PDF Download

This is the official AKTU Advance Structural Analysis Previous Year Question Paper for B.Tech Semester 6, academic session 2023-24. Published by Dr. A.P.J. Abdul Kalam Technical University (AKTU/UPTU), Lucknow. Free PDF download — no login required.

Course:B.Tech
Semester:Semester 6
Session:2023-24
University:AKTU / UPTU

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Questions Asked in 2023-24

Advance Structural Analysis (KCE061) — complete question paper · 100 marks · 3 Hours

Section AAttempt all q u e s t i o n s i n b r i e f .
  • a
    What are statically indeterminate structures. 2
  • b
    Differentiate between Pin-jointe d & Rigid-jointed structures. 2
  • c
    What is meant by influence lines? 2
  • d
    What will be the absolute maximum bending moment in a simply s upported beam when two concentrated wheel loads cross it?
  • e
    What is the use of a suspension bridge? 2
  • f
    How does suspension bridge work? 2
  • g
    Write the element stiffness ma trix for a truss element. 2
  • h
    2 i. What is difference between plas tic hinge and mechanical hinge? 2 j. List out the assumptions made for plastic analysis. 2
Section BAttempt any three o f t h e f o l l o w i n g :
  • a
    A continuous beam ABCD 16 m long is simply supported at A, B , C, D. the beam consists of spans AB, BC, & CD of lengths 4 m, 6m, & 6m re spectively. It carries a point load of 64 KN on the span “AB” at a distance of 1m from “A”
  • a
    load of 45 KN on the span “BC” at a distance of 2 m from “B” and a UDL of 12 KN/m on the span “CD”. Find the support moments & reactions
  • b
    Explain in detail about the necessity of Influence lines and elaborate its applications
  • c
    Explain the effect of temperature on the horizontal thrust o f a two hinged arch subjected to a system of vertical loads?
  • d
    The three hinged stiffening girder of a suspension bridge of span 120m is subjected to two-point loads of 240 KN & 300 KN at distances 25 m & 80 m from the left end. Find the shear force & bending moment for th e girder at a distance of 40 m from the left end. The supporting cable has a central dip of 12 m. Find also max. tension in the cable
  • e
    Calculate the shape factor for a (a)rectangle section of bre adth’b’ and depth ‘d’, (b)diamond section of breadth’b’ and depth’d’
Section CAttempt any one p a r t o f t h e f o l l o w i n g :
  • a
    A fixed beam of length 6 m carries two-point loads of 30 kN each at a distance of 2 m from both ends. Determine the fixed end moments
  • b
    Give the procedure for analyzing the continuous beams with f ixed ends using three moment equations?
  • a
    Draw the ILD for shear force and bending moment for a sectio n at50m from the left-hand support of a simpl y supported beam, 200m lon g, hence calculate the maximum bending moment and shear force at the section due to an uniformly distributed rolling load of length 80m and intensity 100kN/m
  • b
    Draw the influence line for the continuous beam ABC simply supported at A and C using Muller Breslau`s principle. AB=3m, BC=4m.EI is constant
  • a
    A single load of 100 KN rolls along a girder of 20 m span. D raw the diagrams of maximum bending moment and shear force (positive and negative). What will be the absolute maximum positive shear force and bending moment?
  • b
    A three hinged stiffening gi rder of a suspension bridge of 100 m span subjected to two-point loads 10 kN each placed at 20 m and 40 m , respectively from the left-hand hinge. Determine the bending moment and shear force in the girder at section 30 m from each end. Al so determine the maximum tension in the cable which has a central dip
  • a
    Analyze the Continuous beam shown in Fig. using flexibility method and draw Bending diagram
  • b
    Analyse the portal frame ABCD s hown in figure by stiffness m ethod and also draw the bending moment diagram
  • a
    Find the shape factor of the I-section with top flange 100mm wide, bottom flange 150mm wide,20mm tk and web depth 150mm and web thickness 20mm
  • b
    Determine the collapse load for the frame shown in the diagr am, Mp is the same for all members

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.

Repeated Questions — KCE061

Questions that appeared in more than one session, found by comparing 3 years of Advance Structural Analysis papers (2021-22, 2022-23, 2023-24)

3x

Analyse the portal frame ABCD s hown in figure by stiffness m ethod and also draw the bending moment diagram

Appeared in: 2021-22 · 2022-23 · 2023-24

2x

What is meant by influence lines? 2

Appeared in: 2021-22 · 2023-24

2x

What is the use of a suspension bridge? 2

Appeared in: 2021-22 · 2023-24

2x

Analyze the Continuous beam shown in Fig. using flexibility method and draw Bending diagram

Appeared in: 2022-23 · 2023-24

Advance Structural Analysis — Other Year Papers

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