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RCC Design MCQs with Answers & Solutions | Civexa

Subjects / RCC Design / MCQs

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RCC Design MCQs with answers

178 free questions — page 1 of 4. Open one to see the correct answer and the full solution.

Design Stress-Strain curve of concrete isStress-Strain Relationship of Concrete
The limit of percentage “p” of the longitudinal reinforcement in a column isDesign of Columns
Which combination of partial safety factors for load under limit state of serviceability is not correct?Limit State Method
As per limit state of collapse, the value of partial safety factors for steel and concrete are taken asLimit State Method
As per limit state of collapse, the partial safety factors for concrete and steel are 1.5 and 1.15 respectively, becauseLimit State Method
According to limit state method, the ratio of rectangular stress block to the parabolic stress block in a balanced RCC beam isLimit State Method
If σcbc is permissible compressive stress in flexural compression in N/mm² in service, the modular ratio is of the order ofWorking Stress Method
According to limit state method, what is the maximum area of compression reinforcement in a beam, where d, b and D are the effective depth, width and…Design of Beams
Bending moments due to dead load, live load, wind load and seismic load at service conditions on a RC beam are 10 kNm, 5 kNm, 12 kNm and 15 kNm…Limit State Method
According to IS 456:2000, equivalent moment in rectangular RCC beam under torsion can be calculated asDesign for Torsion
What is the value of span to effective depth ratio for vertical deflection limits of an RC beam of span 16m?Limit State of Serviceability - Deflection Control
Find the initial prestressing force for a prestressed concrete beam, if beam is subjected to final prestressing force of 300 kN. The net loss in beam…Prestressed Concrete
Consider the following statements regarding the Limit State of Serviceability 1. It ensures that the structure does not collapse under the design…Limit State Method
In a One-Way Slab, the main reinforcement is provided alongDesign of Slabs
Pre-stressed Concrete is often preferred over conventional RCC for long-span bridges becausePrestressed Concrete
In post-tensioning, the tensioning of the steel tendons is performedPrestressed Concrete
When designing a Deep Beam according to IS 456:2000, which of the following statements is correct regarding the internal behaviour?Deep Beams
In the design of a Counterfort Retaining Wall, the stem slab acts asRetaining Walls
In the Flow of Loads in a typical RC-framed building, which of the following represents the correct sequence of gravity load transfer?Load Transfer in RC Structures
For the Limit State of Collapse, which of the following load combinations is NOT prescribed by IS 456:2000?Limit State Method
Consider the following statements regarding the "Structural Layout" for an RC building 1. Columns should preferably be located at or near the corners…Structural Layout
Which of the following is an Obligatory Requirement during the structural layout planning to ensure the ductility of an RC frame in seismic zones?Seismic Design
Ductile Detailing of RC members as per IS 13920 is essential toDuctile Detailing
Assertion (A): In Pre-stressed Concrete, the concept of "Load Balancing" is used to determine the tendon profile such that the upward pressure from…Prestressed Concrete
Assertion (A): In the preparation of a structural layout, "Secondary Beams" are often used to reduce the span of the slabs. Reason (R): Reducing the…Structural Layout
A one-way slab has effective span of 3·6 m and is 150 m thick (printed as in the paper; 150 mm). The live load expected on it is 3 kN/m². What is the…Limit State of Serviceability - Deflection Control
As per IS 456:2000, which one of the following statements is not correct ?Limit State Method
As per IS 456:2000, what is the creep coefficient of concrete at the age of 28 days of loading ?Limit State Method
As per IS 456:2000, the strength of concrete achieved in structure is taken as :Limit State Method
Which one of the following statements is not correct regarding the working stress method ?Working Stress Method
The ultimate tensile strain in steel isStress-Strain Relationship of Concrete
The long-term deflections of reinforced concrete members under sustained loads are mainly due to 1. differential shrinkage 2. creep under sustained…Limit State of Serviceability - Deflection Control
The maximum spacing of vertical stirrups at beam ends (plastic hinge locations) as per IS 13920 is the lesser ofDuctile Detailing
Which of the following are the design steps of restrained slabs? 1. Slabs are considered as divided in each direction into middle strips and edge…Design of Slabs
Which of the following are the correct design requirements regarding underground water tanks? 1. Walls are to be designed for saturated soil up to…Retaining Walls
Which of the following characteristics are useful in the yield line patterns for slab with various boundary conditions? 1. Yield lines are…Design of Slabs
A slab having total thickness 120 mm is provided reinforcement bars of following diameters. The permissible diameter isDesign of Slabs
The short-term static modulus of elasticity Ec for structural concrete defining the slope of the tangent to the stress-strain diagram may be…Stress-Strain Relationship of Concrete
In working stress method the stresses used for design purpose areWorking Stress Method
Why is the design of over-reinforced RCC section undesirable?Limit State Method
A doubly reinforced RCC beam is recommended whenDesign of Beams
A T-beam behaves as a rectangular beam of width equal to its flange if its Neutral AxisDesign of Beams
Shear span is defined as the zone whereLimit State Method
The length of bars beyond theoretical cut-off point shall beDesign of Beams
The crack pattern at failure due to torsion isDesign for Torsion
The maximum upward deflection of a PSC member is limited toPrestressed Concrete
For a rectangular beam of size b × d, with yield stress of steel f y, area of steel A st, concrete with characteristic strength f ck, for…Limit State Method
According to IS 456:2000, an equivalent moment in a rectangular RCC beam under torsion can be calculated asDesign for Torsion
According to the limit state method, the ratio of the parabolic stress block to the rectangular stress block in a balanced RCC beam isLimit State Method
The minimum grade of concrete for moderate exposure with normal weight aggregates isDurability and Cover