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 - 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

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RCC Structures Design
If the depth of actual neutral axis of a doubly reinforced beam

All listed here

Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier

Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier

Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously

All listed here

Is less than the depth of critical neutral axis, the steel in the tensile zone attains its maximum stress earlier

Is greater than the depth of critical neutral axis, the concrete attains its maximum stress earlier

Is equal to the depth of critical neutral axis; the concrete and steel attain their maximum stresses simultaneously

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RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

0.4 H

0.7 H

0.5 H

0.3 H

0.4 H

0.7 H

0.5 H

0.3 H

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RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

Octagonal columns is 8

Circular columns is 6

Rectangular columns is 4

All listed here

Octagonal columns is 8

Circular columns is 6

Rectangular columns is 4

All listed here

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RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

Raft

Strap

Footing

Strip

Raft

Strap

Footing

Strip

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

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

Are curtailed if not required to resist the bending moment

Are bent down at suitable places to serve as shear reinforcement

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RCC Structures Design

RCC Structures Design If the depth of actual neutral axis of a doubly reinforced beam

RCC Structures Design If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

RCC Structures Design The minimum number of main steel bars provided in R.C.C.

RCC Structures Design For a number of columns constructed in a rcjw, the type of foundation provided, is

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

RCC Structures Design
If the depth of actual neutral axis of a doubly reinforced beam

RCC Structures Design
If ‘H’ is the overall height of a retaining wall retaining a surcharge, the width of the base slab usually provided, is

RCC Structures Design
The minimum number of main steel bars provided in R.C.C.

RCC Structures Design
For a number of columns constructed in a rcjw, the type of foundation provided, is

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