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

300 cm

236 cm

176 cm

233 cm

300 cm

236 cm

176 cm

233 cm

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RCC Structures Design
The width of the flange of a T-beam should be less than

Distance between the centers of T-beam

Least of the above

Breadth of the rib plus twelve times the thickness of the slab

One-third of the effective span of the T-beam

Distance between the centers of T-beam

Least of the above

Breadth of the rib plus twelve times the thickness of the slab

One-third of the effective span of the T-beam

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RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

Q/3jdƩO

Q/jdƩO

Q/2jdƩO

2 × Q/jdƩO

Q/3jdƩO

Q/jdƩO

Q/2jdƩO

2 × Q/jdƩO

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

30

40

35

50

30

40

35

50

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RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

400 kg/cm²

100 kg/cm²

300 kg/cm²

200 kg/cm²

400 kg/cm²

100 kg/cm²

300 kg/cm²

200 kg/cm²

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RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

Are curtailed if not required to resist the bending moment

Are bent down at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are bent up at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

Are bent down at suitable places to serve as shear reinforcement

Are maintained at bottom to provide at least local bond stress

Are bent up at suitable places to serve as shear reinforcement

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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 The width of the flange of a T-beam should be less than

RCC Structures Design If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

RCC Structures Design An R.C.C. column is treated as long if its slenderness ratio is greater than

RCC Structures Design In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

RCC Structures Design Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam

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
The width of the flange of a T-beam should be less than

RCC Structures Design
If jd is the lever arm and ΣO is the total perimeter of reinforcement of an R.C.C. beam, the bond stress at the section having Q shear force, is

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

RCC Structures Design
In favourable circumstances a 15 cm concrete cube after 28 days, attains a maximum crushing strength

RCC Structures Design
Pick up the incorrect statement from the following: Tensile reinforcement bars of a rectangular beam