B.TechSemester 62021-22Design Of Concrete StructuresKCE601

Design Of Concrete Structures (KCE601) - AKTU Question Paper 2021-22

B.Tech · Semester 6 · Free PDF Download

This is the official AKTU Design Of Concrete Structures Previous Year Question Paper for B.Tech Semester 6, academic session 2021-22. 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:2021-22
University:AKTU / UPTU

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Questions Asked in 2021-22

Design Of Concrete Structures (KCE601) — complete question paper

Section AAttempt All of the following Questions in brief Marks (10X2=20) CO
  • a
    What are the disadvantages of R.C.C. structures? 1
  • b
    Write the data required for Design mix concrete. 1
  • c
    Draw crack pattern in simply supported beams. 2
  • d
    Where bond stress developed in a steel bar and concrete? 2
  • e
    Draw the neat sketch of reinforcement in one way slab. 3
  • f
    Define landing and riser. 3
  • g
    With neat sketch define axially loaded column. 4
  • h
    Why all columns shall be designed for minimum eccentricity? 4 Q1(i) Write the purpose of foundation in a structure? 5 Q1(j) Which cases retaining walls constructed? 5
Section BAttempt ANY THREE of the following Questions Marks (3X10=30) CO
  • a
    Find the moment of resistance of a R.C.C. beam 300 mm wide and 500 mmm effective depth is required is reinforced with 3 bars of 16 mm . Use M20 concrete and Fe415 steel. By Working stress method
  • b
    An R.C.C .beam 200 mm x 400 mm effective carries a uniformly distribute load of 70 kN/m over a clear span of 6m. The beam is reinforced with 1% steel on tension side comment on the shear design of the beam. Using m20 concrete and load factor
  • c
    Write the design steps of one way slab. 3
  • d
    Classify the columns for material of construction. Why R.C.C. column are used instead of plain cement concert?
  • e
    A brick masonry wall 230 mm thick carries a load of 370 kN/m incusive of its own weight . Design the footing of the wall , take bearing capacity of soil as 150 kN/m2 at 1 m depth. Use M20 concrete. For strip footing
Section CAttempt ANY ONE following Question Marks (1X10=10) CO
  • a
    A simply supported R.C.C. beam 250 mm wide and 450 mm deep (effective) is reinforced with 4-18 mm diameter bars. Design shear reinforcement if M20 grade of concrete and Fe415 steel is used and beam is subjected to a shear force of 150 kN at service load
  • b
    Write the design steps of simply supported beam . check all codal reqirements. 1
Section CAttempt ANY ONE following Question Marks (1X10=10) CO
  • a
    Write the design procedure of RCC beam subjected to equivalent shear force and equivalent bending moment
  • b
    An RCC beam 250 mm x 500 mm has a clear span of 5.5 m . The beam has 2-20 mm dia bars going on supports , Factored shear force is 140 kN. Check for development length if Fe415 and M20 grade of concrete is used. Take effective cover 30 mm
Section CAttempt ANY ONE following Question Marks (1X10=10) CO
  • a
    Design a simply supported roof slab for a room 7.5 m x 3.5 m clear in size . The slab is carrying an imposed load of 5 kN/m2 . Use M20 Concrete and Fe415 steel. And also check for deflection
  • b
    Calculate the long term deflection of a simply supported beam 300 mm x 600 mm spanning over 5 m . It is reinforced with 4 bars of 20 mm diameter on tensile side. It is subjected to an imposed service load of 20 kN/m including its self . The effective cover to tension steel is mm. Use M 20 and Fe415 . Ieff = 3.6187 X 109 mm4
Section CAttempt ANY ONE following Question Marks (1X10=10) CO
  • a
    Design a short RCC column to carry an axial load of 160 kN. It is 4 m long , effectively held in position and restrained against rotation at both ends. Use M20 concrete and Fe415 steel. Show the reinforcement detail
  • b
    Find the uniform depth of rectangular footing of uniform thickness for an axially loaded column of size 300 mm x 600 mm load on column is 1150 kN. Safe bearing capacity of the soil is 200 kiN/m2 . Use M20 concrete and Fe415 steel. (i) By one way shear criteria (ii) By B.M. criteria
Section CAttempt ANY ONE following Question Marks (1X10=10) CO
  • a
    With neat sketch explain the deflected shape of a cantilever retaining wall under loading for Stem, Heel slab, Toe slab
  • b
    Check for stability condition of cantilever retaining wall to retain horizontal earthen embankment of height 4 m above the ground level . The earthen backfill is having a density of 18 Kn/m3 and angle of repose is 300. The safe bearing capacity of soil is 180 kN/m2. The coefficient of friction between soil and concrete is 0.45. Use M20 and Fe415

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 — KCE601

Questions that appeared in more than one session, found by comparing 2 years of Design Of Concrete Structures papers (2021-22, 2022-23)

2x

Write the design steps of one way slab. 3

Appeared in: 2021-22 · 2022-23

2x

Design a simply supported roof slab for a room 7.5 m x 3.5 m clear in size . The slab is carrying an imposed load of 5 kN/m2 . Use M20 Concrete and Fe415 steel. And also check for deflection

Appeared in: 2021-22 · 2022-23

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