If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

(p₁ - p₂) ⅔h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/4] h

[(p₁ + p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/4] h

[(p₁ + p₂)/2] h

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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/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

WL/12 (L - D/3)²

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

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

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

All listed here

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

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

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

All listed here

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

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RCC Structures Design
Steel beam theory is used for

Beams if shear exceeds 4 times allowable shear stress

Steel beams encased in concrete

Design of simple steel beams

Doubly reinforced beams ignoring compressive stress in concrete

Beams if shear exceeds 4 times allowable shear stress

Steel beams encased in concrete

Design of simple steel beams

Doubly reinforced beams ignoring compressive stress in concrete

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RCC Structures Design
In a cantilever retaining wall without a heel slab

All listed here

Base slab is made 10 cm thicker than the stem

Thickness of the stem is kept same throughout

Width of the base slab is kept 0.7 time the total height of the wall

All listed here

Base slab is made 10 cm thicker than the stem

Thickness of the stem is kept same throughout

Width of the base slab is kept 0.7 time the total height of the wall

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RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

75 cm

20 cm

40 cm

30 cm

75 cm

20 cm

40 cm

30 cm

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RCC Structures Design

RCC Structures Design If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

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

RCC Structures Design Steel beam theory is used for

RCC Structures Design In a cantilever retaining wall without a heel slab

RCC Structures Design According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than

RCC Structures Design
If p₁ and p₂ are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is

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

RCC Structures Design
Steel beam theory is used for

RCC Structures Design
In a cantilever retaining wall without a heel slab

RCC Structures Design
According to I.S.: 456, 1978 the thickness of reinforced concrete footing on piles at its edges, is kept less than