In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

RCC Structures Design
In testing a pile by load test, pile platform is loaded with one and half times the design load and a maximum settlement is noted. The load is gradually removed and the consequent rebound is measured. For a safe pile, the net settlement (i.e. total settlement minus rebound) per tonne of test load should not exceed

25 mm

15 mm

10 mm

20 mm

25 mm

15 mm

10 mm

20 mm

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RCC Structures Design
A circular slab subjected to external loading, deflects to form a

None of these

Paraboloid

Ellipsoid

Semi-hemisphere

None of these

Paraboloid

Ellipsoid

Semi-hemisphere

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RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, is

150 cm

200 cm

300 cm

100 cm

150 cm

200 cm

300 cm

100 cm

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RCC Structures Design
If the length of a combined footing for two columns l meters apart is L and the projection on the left side of the exterior column is x, then the projection y on the right side of the exterior column, in order to have a uniformly distributed load, is (where x̅ is the distance of centre of gravity of column loads).

y = L/2 - (l + x̅)

y = L - (l - x̅)

y = L/2 + (l - x̅)

y = L/2 - (l - x̅)

y = L/2 - (l + x̅)

y = L - (l - x̅)

y = L/2 + (l - x̅)

y = L/2 - (l - x̅)

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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) ⅔h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/4] h

[(p₁ + p₂)/2] h

(p₁ - p₂) ⅔h

[(p₁ - p₂)/2] h

[(p₁ + p₂)/4] h

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RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth

Three times

Two times

Five times

Four times

Three times

Two times

Five times

Four times

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RCC Structures Design

RCC Structures Design A circular slab subjected to external loading, deflects to form a

RCC Structures Design If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, 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

RCC Structures Design In a slab, the pitch of the main reinforcement should not exceed its effective depth

RCC Structures Design
A circular slab subjected to external loading, deflects to form a

RCC Structures Design
If depth of slab is 10 cm, width of web 30 cm, depth of web 50 cm, centre to centre distance of beams 3 m, effective span of beams 6 m, the effective flange width of the beam, 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

RCC Structures Design
In a slab, the pitch of the main reinforcement should not exceed its effective depth