If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/12 (L - D/3)²

WL/12 (L - 2D/3)²

WL/10 (L + 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - D/3)²

WL/12 (L - 2D/3)²

WL/10 (L + 2D/3)²

WL/10 (L - 2D/3)²

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

Are bent up at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

Are maintained at bottom to provide at least local bond stress

Are bent down at suitable places to serve as shear reinforcement

Are bent up at suitable places to serve as shear reinforcement

Are curtailed if not required to resist the bending moment

Are maintained at bottom to provide at least local bond stress

Are bent down at suitable places to serve as shear reinforcement

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RCC Structures Design
The load stress of a section can be reduced by

Increasing the total perimeter of bars

Decreasing the lever arm

Replacing larger bars by greater number of small bars

Replacing smaller bars by greater number of greater bars

Increasing the total perimeter of bars

Decreasing the lever arm

Replacing larger bars by greater number of small bars

Replacing smaller bars by greater number of greater bars

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RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

All listed here

½ n₁ (1 - n₁/3) cbd²

Atft (d - n/3)

bn (fc/2) (d - n/3)

All listed here

½ n₁ (1 - n₁/3) cbd²

Atft (d - n/3)

bn (fc/2) (d - n/3)

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RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

1400 kg/cm²

190 kg/cm²

260 kg/cm²

230 kg/cm²

1400 kg/cm²

190 kg/cm²

260 kg/cm²

230 kg/cm²

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

No decay due to termites

All of these

Higher bearing capacity

No restriction on length

No decay due to termites

All of these

Higher bearing capacity

No restriction on length

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RCC Structures Design

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

RCC Structures Design The load stress of a section can be reduced by

RCC Structures Design A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

RCC Structures Design The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

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

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

RCC Structures Design
The load stress of a section can be reduced by

RCC Structures Design
A singly reinforced beam has breadth b, effective depth d, depth of neutral axis n and critical neutral axis n?. If fc and ft are permissible compressive and tensile stresses, the moment to resistance of the beam, is

RCC Structures Design
The allowable tensile stress in mild steel stirrups, reinforced cement concrete, is

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