B.TechSemester 62022-23Design Of Concrete StructuresKCE-601

Design Of Concrete Structures (KCE-601) - AKTU Question Paper 2022-23

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 2022-23. 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:2022-23

University:AKTU / UPTU

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Questions Asked in 2022-23

Design Of Concrete Structures (KCE-601) — complete question paper

Section AAttempt all questions in brief. 2 x 10 = 20

a
Define lever arm and development length
b
Differentiate between under and over reinforced section
c
Why shear reinforcement is provided in beam?
d
Classify the different types of bond used in RCC design
e
Enlist the main functions of longitudinal reinforcement
f
Enlist the factors affecting the short -term deflection
g
What is the assumption for limit state of collapse in compression?
h
Classify the columns on the basis of different criteria. (i) What are the modes of failure of a retaining wall. (j) Classify the different types of footing

Section BAttempt any three of the following: 10x3=30

a
Explain the different philosophies used in design of concrete structures
b
Determine the reinforcement required for a beam of size 300*600 mm subjected to a factored bending moment of 150 KNm , factored shear force of 100 KN and factored torsional moment of 50 KNm. Use M20 concrete and Fe 415 steel
c
Write the design procedure of two way slab by LSM
d
Design a column of size 450mm* 600mm and having 3m unsupported length . The column is subjected to a load of 2000 KN and is eff ectively held in position but not restrained against rotation. Use M 20 concrete and Fe 415 steel
e
Explain with neat sketches various types of retaini ng wall and situations where a particular type is used

Section CAttempt any one part of the following: 10x1=10

a
Design a reinforced rectangular beam by Limit State Method to resist a bending moment of 200KN-m.The width of the beam is to be ke pt as 450mm. Use M 20 concrete and Fe 415 grade of steel
b
Design a reinforced concrete beam by LSM supported on two walls 500 mm thick, spaced at a clear distance of 6 meter. The beam car ries a load of 30 KN/m. The size of the beam is restricted to 300mm*500mm. Use M20 a nd Fe 415 materials. Assume effective cover as 30mm
a
A simply supported reinforced concrete beam is 250 mm wide and 500 mm effective depth and is reinforced with 4 bars of 20mm diameter as tensile steel. If the beam is subjected to a factored shear of 95 KN at t he support. Design the shear reinforcement consisting of stirrups. Use M20 concrete and Fe415 steel
b
A simply supported beam 300mm*600mm (effective) is reinforced with 5 bars of 25 mm diameter. It carries a uniformly distributed loa d of 80 KN/m (including its own weight) over an effective span of 6m. Design the sh ear reinforcement for the beam. Use M20 grade of concrete and Fe 415 steel
a
Design a simply supported roof slab for a room 7.5 × 3.5m clear in size. The slab is carrying an imposed load of 5 KN/m 2. Use M 20 mix and Fe415 steel. Take bearing width 200mm
b
Design a reinforced concrete slab for a room of cle ar dimensions 4m ×5m.The slab is supported on walls of width 300mm.The slab is ca rrying a live load of 4 KN/m 2 and floor finish 1 KN/m 2.Use M 20 concrete and Fe415 steel .The corners of slab are held down
a
An R.C.C. short column of size 400mm ×500mm is carrying a factored load of 3000 KN. Design the column assuming e min < 0.005 D. Use M 25 concrete and Fe 415 steel
b
Design a circular column of diameter 400mm subjecte d to a load of 1200 KN. The column is having a spiral ties. The column is 3 m l ong and is effectively held in position at both ends but not restrained against ro tation. Use M 25 concrete and Fe 415 steel
a
Design the stem of a reinforced concrete cantilever retaining wall, retaining leveled earth 5 m above base slab. Take the density of eart h as 18 KN/ m 3 and angle of repose 30 0. Toe projection 1.8 m, heel projection 1.7m and th ickness of base slab as 450mm. Use M20 concrete and Fe415 steel
b
Find the depth of square footing by Punching shear and find the reinforcement for an axially loaded column of 450mm× 450mm size. The saf e bearing capacity of soil is 190KN/m 2. Load on column is 850KN. Use M 20 concrete and Fe 415 steel. Draw neat sketch

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-601

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

Write the design procedure of two way slab by LSM

Appeared in: 2021-22 · 2022-23

Design a simply supported roof slab for a room 7.5 × 3.5m clear in size. The slab is carrying an imposed load of 5 KN/m 2. Use M 20 mix and Fe415 steel. Take bearing width 200mm

Appeared in: 2021-22 · 2022-23

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