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)/2] h

[(p₁ + p₂)/2] h

[(p₁ + p₂)/4] h

(p₁ - p₂) ⅔h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/2] h

[(p₁ + p₂)/4] h

(p₁ - p₂) ⅔h

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RCC Structures Design
In a singly reinforced beam

Compression is borne entirely by concrete

Plane sections transverse to the centre line of the beam before bending remain plane after bending

Elastic moduli for concrete and steel have different values within the limits of deformation of the beam

Steel possesses initial stresses when embedded in concrete

Compression is borne entirely by concrete

Plane sections transverse to the centre line of the beam before bending remain plane after bending

Elastic moduli for concrete and steel have different values within the limits of deformation of the beam

Steel possesses initial stresses when embedded in concrete

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RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

10 mm

14 mm

12 mm

16 mm

10 mm

14 mm

12 mm

16 mm

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RCC Structures Design
According to the steel beam theory of doubly reinforced beams

All of the listed here

Compression is resisted by compression steel

Tension is resisted by tension steel

Stress in tension steel equals the stress in compression steel

All of the listed here

Compression is resisted by compression steel

Tension is resisted by tension steel

Stress in tension steel equals the stress in compression steel

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RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

0.107 L

0.307 L

0.207 L

0.407 L

0.107 L

0.307 L

0.207 L

0.407 L

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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

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

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

Distance between the centers of T-beam

Least of the above

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

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

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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 In a singly reinforced beam

RCC Structures Design If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

RCC Structures Design According to the steel beam theory of doubly reinforced beams

RCC Structures Design To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

RCC Structures Design The width of the flange of a T-beam should be 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
In a singly reinforced beam

RCC Structures Design
If the diameter of the main reinforcement in a slab is 16 mm, the concrete cover to main bars is

RCC Structures Design
According to the steel beam theory of doubly reinforced beams

RCC Structures Design
To ensure that the hogging bending moment at two points of suspension of a pile of length L equals the sagging moment at its centre, the distances of the points of suspension from either end, is

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