If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

39 cm

38 cm

40 cm

37 cm

39 cm

38 cm

40 cm

37 cm

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No decay due to termites

Higher bearing capacity

All of these

No restriction on length

No decay due to termites

Higher bearing capacity

All of these

No restriction on length

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8

0.6

0.9

0.7

0.8

0.6

0.9

0.7

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = (l₂/l₁)²

w₁/w₂ = (l₂/l₁)³

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = (l₂/l₁)²

w₁/w₂ = (l₂/l₁)³

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)⁴

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RCC Structures Design
In a beam the local bond stress Sb, is equal to

Leaver arm/(Shear force × Total perimeter of reinforcement)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Shear force/(Leaver arm × Total perimeter of reinforcement)

Leaver arm/(Shear force × Total perimeter of reinforcement)

Leaver arm/(Bending moment × Total perimeter of reinforcement)

Total perimeter of reinforcement/(Leaver arm × Shear force)

Shear force/(Leaver arm × Total perimeter of reinforcement)

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Area of the section

Shear force

Distance of the C.G. of the area from its neutral axis

Moment of the beam section about its neutral axis

Area of the section

Shear force

Distance of the C.G. of the area from its neutral axis

Moment of the beam section about its neutral axis

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RCC Structures Design

RCC Structures Design If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

RCC Structures Design The advantage of a concrete pile over a timber pile, is

RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

RCC Structures Design If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

RCC Structures Design In a beam the local bond stress Sb, is equal to

RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

RCC Structures Design
If permissible working stresses in steel and concrete are respectively 1400 kg/cm² and 80 kg/cm² and modular ratio is 18, in a beam reinforced in tension side and of width 30 cm and having effective depth 46 cm, the lever arms of the section, is

RCC Structures Design
The advantage of a concrete pile over a timber pile, is

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

RCC Structures Design
In a beam the local bond stress Sb, is equal to

RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to