Exams Subjects Test Series PYQ Free MCQs

Log in Register

Exams Subjects Test Series PYQ Free MCQs Register free

Loading…

Civil Engineering MCQ practice, mock tests and performance analysis for SSC JE, RRB JE, GATE, ESE and State AE/JE exams.

Exams

SSC JE Civil
RRB JE Civil
GATE Civil
UPSC ESE Civil
GPSC AE Civil

Practice

Free MCQs with answers
Civil subjects
SSC JE previous year papers
All previous year papers
Test series
Free tests

Civexa

About
Contact
Terms of Use
Privacy Policy
Refund Policy
Create free account

© 2026 Civexa. Questions are original or used with permission; official papers are credited to their exam bodies.

RCC Design MCQs with Answers & Solutions — Page 3 | Civexa

Subjects / RCC Design / MCQs

Free questions

RCC Design MCQs with answers

178 free questions — page 3 of 4. Open one to see the correct answer and the full solution.

What is the concept of “strong column-weak beam” in ductile detailing?Ductile Detailing
In a typical column interaction diagram, the x-axis usually representsDesign of Columns
What is the primary advantage of a counterfort retaining wall?Retaining Walls
What is the typical shape of a tendon profile in a pre-stressed concrete cantilever structure?Prestressed Concrete
Which of the following is generally the most ductile?Limit State Method
Consider a RCC slab of effective dimensions 5 m × 2 m and a total depth of 130 mm. This slab is to be reinforced with 12 mm diameter bars with a 20…Design of Slabs
In a one-way RC slab having an effective depth of 120 mm, 10 mm diameter main reinforcing bars are to be provided at 100 mm centre-to-centre spacing.…Design of Slabs
In the columns, dowel bars are provided to avoidDesign of Columns
A simply supported prestressed concrete beam of effective span of 10 m carries a total distributed load of 40 kN/m. The beam is prestressed with a…Prestressed Concrete
A simply supported beam of span 5 m is reinforced with ‘n’ number of 20φ bars at mid-span placed at an effective depth of 300 mm. If the location of…Design of Beams
In the limit state of collapse for flexure, the strain in tension reinforcement at failure should not be less than (where fy and Es are the…Limit State Method
According to IS 456:2000, for the Fe-500 grade steel having Young's modulus 200 GPa, the minimum strain in tension steel as per the limit state…Limit State Method
According to IS 456:2000, in the limit state design, the strain in the extreme compressive fibre of concrete in an over-reinforced section will beLimit State Method
In an isolated doubly reinforced continuous T-beam of an overall depth of 600 mm, the effective cover to longitudinal steel in the web is 60 mm, and…Design of Beams
If a rectangular section simply supported beam is designed as a singly reinforced section, it needs an overall depth ‘Ds ’, however, keeping the…Design of Beams
In a simply 8 m span supported reinforced concrete beam with sections dimensions 200 mm x 400 mm, the maximum shear force and maximum moment produced…Design of Beams
A rectangular section beam (b = 200 mm and d = 400 mm) is reinforced in tension by Fe-415 grade steel bars, for which, according to IS 456: 2000 x…Limit State Method
A post-tensioned pre-stressed concrete beam (300 mm × 600 mm) is subjected to an effective pre-stressing force of 1,200 kN with an eccentricity of…Prestressed Concrete
In a singly reinforced rectangular section, the limiting moment of resistance is reached whenLimit State Method
A pre-tensioned concrete beam has a tendon of area 100 mm2, initially tensioned to 100 kN. The cross-sectional area of concrete is 50,000 mm2 and the…Prestressed Concrete
In working stress method, design is based onWorking Stress Method
A short column of size 300 mm × 300 mm is subjected to an axial factored load of 1200 kN. Using M20 concrete and Fe415 steel, the minimum area of…Design of Columns
A singly reinforced rectangular beam of width 250 mm and effective depth 450 mm is made of M25 concrete and Fe500 steel. The limiting moment of…Limit State Method
A one way slab has effective span 3·6 m and is 150 mm thick. The live load expected on it is 3 kN/m². What are the design shear and loads for…Limit State of Serviceability - Deflection Control
Consider the following statements regarding the strength of flanged sections in flexure where the moment of resisting capacity of flanged sections…Design of Beams
Which one of the following is the creep co-efficient at any time ? (Where Cct is the creep co-efficient at any time and Ccu is the ultimate creep…Stress-Strain Relationship of Concrete
What is the maximum bending moment of elastic plates in a square slab where q is the load shared on length l ?Design of Slabs
What is the load factor for stem in the design procedure for cantilever retaining walls with safety ?Retaining Walls
Which one of the following statements is correct under safety provisions of the ACI code ?Limit State Method
Consider the following statements regarding the design of T-beams : 1. To establish flange thickness hf based on flexural requirements of the slab,…Design of Beams
What is the minimum thickness ‘h’ of nonprestressed one-way slabs of length ‘L’ for simply supported ?Limit State of Serviceability - Deflection Control
Q.9 As per Indian Standard code (IS-456), what should be the minimum clear cover provided during the design of a water tank during moderate exposure…Durability and Cover
Q.13 As per IS 456-2000, the flexural strength of a rectangular section of a singly reinforced RCC beam does NOT depend on which of the given options?Design of Beams
Q.26 Minimum shear reinforcement is provided in an RCC beam under which of the following conditions?Design of Beams
Q.44 In the design of T beam, If Mu > Mu,lim then the section is designed as a _______ Where Mu = Ultimate flexural strength of beam, Mu,lim =…Design of Beams
Q.47 The maximum shear stress (in N/mm²) in a reinforced concrete beam of M-25 grade as per IS 456-2000 is given as:Limit State Method
Q.63 An RCC beam of width 250 mm and effective depth 450 mm is subjected to a nominal shear stress of 1.25 N/mm². What is the value of shear force…Design of Beams
Q.74 As per IS 456:2000, which of the statement regarding longitudinal reinforcement in the RCC column is INCORRECT?Design of Columns
Q.77 An underground water tank is to be designed. Which of the following cases is considered most appropriate for the analysis of its wall?Retaining Walls
Which of the following methods are not used for the analysis and design of watertanks?Retaining Walls
According to IS 456:2000, value of design bond stress for plain bars shall be increased by _______% for deformed bars conforming to IS 1786.Limit State Method
The absence of a bond between reinforcing steel and surrounding concrete in a RCC beam will result in:Design of Beams
According to IS 456:2000, for a cantilever beam the effective length of the cantilever shall be taken as:Design of Beams
The value of average bond stress τbd depends onLimit State Method
As per IS 456: 2000, the design bond stress τbd in limit state method for plain bars in tension for M40 grade of concrete isLimit State Method
Side face reinforcement is PROVIDED in a beam when the depth of the web exceeds _______ mm.Design of Beams
As per IS 456-2000, in the case of columns of minimum dimension of 200 mm or under, whose reinforcing bars do NOT exceed 12 mm, the nominal cover…Durability and Cover
For an RCC beam of width 230 mm and effective depth 300 mm subjected to a shear force of 69 kN due to design loads, what will be the nominal shear…Design of Beams
The maximum water-cement ratios for plain cement concrete and reinforced cement concrete under severe exposure conditions are _____ and _____…Durability and Cover
In case of unavailability of space for providing development length in an RCC beam which option shall NOT be used to satisfy the criteria of…Design of Beams

← Previous3 / 4Next →