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Test: Beams & Slabs - 2 - Question 1

In a reinforced concrete T-beam (in which the flange is in compression). The position of neutral axis will

Test: Beams & Slabs - 2 - Question 2

The maximum depth of neutral axis for a beam with ‘ d ’ as the effective depth, in limit state method of design for Fe 415 steel is

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Test: Beams & Slabs - 2 - Question 3

A reinforced concrete beam is subjected to the following bending moments:

Dead load - 20 kN-m

Live load - 30 kN-m

Seismic load - 10 kN-m

The design bending moment for limit state of collapse is

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Test: Beams & Slabs - 2 - Question 5

In a cantilever beam carrying gravity load, main reinforcement is provided

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Test: Beams & Slabs - 2 - Question 6

A doubly reinforced concrete beam has effective cover d' to the centre of compression reinforcement, ‘x_{u}' is the depth of neutral axis, and 'd' is the effective depth to the centre of tension reinforcement. What is the maximum . strain in concrete at the level of compression reinforcement?

Detailed Solution for Test: Beams & Slabs - 2 - Question 6

Test: Beams & Slabs - 2 - Question 7

Consider the following statements:

In an under-reinforced concrete beam,

1. actual depth of neutral axis is less than the critical depth of neutral axis.

2. concrete reaches ultimate stress prior to steel reaching the ultimate stress.

3. moment of resistance is less than that of balanced sections.

4. lever arm of resisting couple is less than of balanced sections.

Which of these statements is/are correct?

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Test: Beams & Slabs - 2 - Question 8

The maximum strain in the tension reinforcement in the section at failure when designed for the limit state of collapse should be

where, f_{y} = Characteristic strength of steel, and E_{s} = Modulus of elasticity of steel

Detailed Solution for Test: Beams & Slabs - 2 - Question 8

Test: Beams & Slabs - 2 - Question 9

In the case of a continuous RC beam, in order to obtain the maximum positive span moment, where should the live load be placed?

Test: Beams & Slabs - 2 - Question 10

Usually stiffness of a simply supported beam is satisfied if the ratio of its span to depth does not exceed which one of the following?

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Test: Beams & Slabs - 2 - Question 11

In a singly reinforced concrete beam section, maximum compressive stress in concrete and tensile stress reach their permissible stresses simultaneously. What is such a section called?

Test: Beams & Slabs - 2 - Question 12

What shall be the maximum area of reinforcement

(i) in compression and

(ii) intension to be provided in an RC beam, respectively, as per IS:456?

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Test: Beams & Slabs - 2 - Question 13

In limit state design method, the moment of resistance for a balanced section using M20 grade concrete and HYSD steel of grade Fe 415 is given by M_{u.lim} = Kbd^{2}, what is the value of K?

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Test: Beams & Slabs - 2 - Question 14

How is the deflection in RC beams controlled as per IS:456?

Test: Beams & Slabs - 2 - Question 15

What is the adoptable maximum spacing between vertical stirrups in an RCC beam of rectangular cross-section having an effective depth of 300 mm?

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Test: Beams & Slabs - 2 - Question 16

A simply supported RC beam having clear span 5 m and support width 300 mm has the cross- section as shown in figure below.

What is the effective span of the beam as per 1S:456?

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Test: Beams & Slabs - 2 - Question 17

What is the modular ratio to be used in the analysis of RC beams using working stress method if the grade of concrete is M20?

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Test: Beams & Slabs - 2 - Question 18

In RCC beams, as the percentage area of tensile steel increases

Test: Beams & Slabs - 2 - Question 19

The total compressive force at the time of failure of a concrete beam section of width 'b' without considering the partial safety factor of the material is

Where x_{u} is the depth of neutral axis, f_{ck} cube strength of concrete.

Detailed Solution for Test: Beams & Slabs - 2 - Question 19

Test: Beams & Slabs - 2 - Question 20

A floor slab of thickness t, is cast monolithically transverse to a rectangular continuous beam of span, L and width, B. If the distance between two consecutive points of contraflexure is, L_{o}, the effective width of compression flange at a continuous support is

Detailed Solution for Test: Beams & Slabs - 2 - Question 20

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