Advance Structural Analysis (KCE-061) - AKTU Question Paper 2022-23
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 2022-23. Published by Dr. A.P.J. Abdul Kalam Technical University (AKTU/UPTU), Lucknow. Free PDF download — no login required.
Rate this paper
Questions Asked in 2022-23
Advance Structural Analysis (KCE-061) — complete question paper
- aAnalyze the continues beam as shown in figure by mo ment distribution method and draw the B.M. diagrams Support B sinks by 10mm, and take E = 2 x 10
- bAnalyze continuous beam ABCD by slope deflection me thod and also draw bending moment diagram. Take EI constant
- aWhat is Muller Breslau's principle UDL throughout section
- bA two hinged parabolic arch of span 25 m and rise 5 m carries an udl of 38 kN/m covering a distance of 10 m from left end. Find the horizontal thrust, the reactions at the hinges and the maximum negative moment
- aA suspension bridge of 200 m span has two three by two cables having a central dip of 25 m. The wid th of road way is 8 m. The roadway carries a dead load of 1/2 kN and a live load of 1 kN per sq. meter extending ove r the Find the B.M. and S.F. at point 60 m and 150 m from left hinge. Also calculate maximum tension in the cable
- bA suspensio n cable stiffened with a three central dip. The girder carries a load of 0.2 kN/m. A live load of 10 kN rolls from left to right. Determine
- amaximum bending moment anywhere in the girder; and
- bmaximum tension i n the cable
- amaximum bending moment anywhere in the girder; and n the cable. Analyze the continues beam as shown in figure by mo ment distribution method and Analyze continuous beam ABCD by slope deflection me thod and also draw bending xplain its use for a simply supported beam with A two hinged parabolic arch of span 25 m and rise 5 m carries an udl of 38 kN/m covering a distance of 10 m from left end. Find the horizontal thrust, the reactions at hinged stiffening girders supported by two cables having a central dip of 25 m. The wid th of road way is 8 m. The per sq. meter extending over the whole span left hand half of the bridge. Find the B.M. and S.F. at point 60 m and 150 m from left hinge. Also calculate hinged girder has 100 m span and 10 m central dip. The girder carries a load of 0.2 kN/m. A live load of 10 kN rolls from
- aAnalyse the portal frame ABCD shown in figure us ing force method
- bAnalyse the continuous beam ABC shown in figure by stiffness method and also draw the shear force diagram
- aList the assumptions for plastic analysis of str uctures
- bExplain in detail the Upper and Lower Bound Theorems for plastic analysis of structures
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 — KCE-061
Questions that appeared in more than one session, found by comparing 3 years of Advance Structural Analysis papers (2021-22, 2022-23, 2023-24)
Analyse the continuous beam ABC shown in figure by stiffness method and also draw the shear force diagram
Appeared in: 2021-22 · 2022-23 · 2023-24
Analyze continuous beam ABCD by slope deflection me thod and also draw bending moment diagram. Take EI constant
Appeared in: 2021-22 · 2022-23
Advance Structural Analysis — Other Year Papers
AKTU Advance Structural Analysis PYQs from other sessions
More B.Tech Semester 6 (2022-23) Papers
Other subjects from same semester and session
Syllabus & More PYQs
Paper solve karne se pehle unit-wise syllabus dekh lo