An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

233 cm

300 cm

236 cm

176 cm

233 cm

300 cm

236 cm

176 cm

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RCC Structures Design
Spacing of stirrups in a rectangular beam, is

Increased at the ends

Kept constant throughout the length

Increased at the centre of the beam

Decreased towards the centre of the beam

Increased at the ends

Kept constant throughout the length

Increased at the centre of the beam

Decreased towards the centre of the beam

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RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

M/100Q

√(M/Q)

M/10√Q

√(M/100Q)

M/100Q

√(M/Q)

M/10√Q

√(M/100Q)

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RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

4.7 m

4.1 m

4.0 m

4.5 m

4.7 m

4.1 m

4.0 m

4.5 m

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RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

With the horizontal

With the vertical

None of these

With the perpendicular to the inclined plane of the soil

With the horizontal

With the vertical

None of these

With the perpendicular to the inclined plane of the soil

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RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

Parabolic with convexity upward

Parabolic with convexity downward

Straight above centroidal axis

Straight below centroidal axis

Parabolic with convexity upward

Parabolic with convexity downward

Straight above centroidal axis

Straight below centroidal axis

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RCC Structures Design

RCC Structures Design An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design Spacing of stirrups in a rectangular beam, is

RCC Structures Design If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

RCC Structures Design If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

RCC Structures Design The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

RCC Structures Design If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.

RCC Structures Design
An intermediate T-beam reinforced with two layers of tensile steel with clear cover 13 cm encased with the floor of a hall 12 meters by 7 meters, is spaced at 3 meters from adjoining beams and if the width of the beam is 20 cm, the breadth of the flange is

RCC Structures Design
Spacing of stirrups in a rectangular beam, is

RCC Structures Design
If the maximum bending moment of a simply supported slab is M Kg.cm, the effective depth of the slab is (where Q is M.R. factor)

RCC Structures Design
If the length of an intermediate span of a continuous slab is 5 m, the length of the end span is kept

RCC Structures Design
The angle of repose of a soil is the maximum angle which the outer face of the soil mass makes

RCC Structures Design
If the loading on a pre-stressed rectangular beam, is uniformly distributed, the tendon to be provided should be.