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/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

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

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RCC Structures Design
The self-weight of the footing, is

Not considered for calculating the area of the footing

Both (b) and (c)

Not considered for calculating the upward pressure on footing

Also considered for calculating the upward pressure on footing

Not considered for calculating the area of the footing

Both (b) and (c)

Not considered for calculating the upward pressure on footing

Also considered for calculating the upward pressure on footing

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RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

49.9 kg/cm²

250 kg/cm²

100 kg/cm²

175 kg/cm²

49.9 kg/cm²

250 kg/cm²

100 kg/cm²

175 kg/cm²

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RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

Needs revision of the section

Safe in shear

Is safe with stirrups and inclined members

Is safe with stirrups

Needs revision of the section

Safe in shear

Is safe with stirrups and inclined members

Is safe with stirrups

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RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

0.15 %

4 %

6

1

0.15 %

4 %

6

1

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RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

w (1 - cos φ)/h (1 + sin φ)

wh (1 - cos φ)/(1 + sin φ)

wh (1 - tan φ)/(1 + tan φ)

wh (1 - sin φ)/(1 + sin φ)

w (1 - cos φ)/h (1 + sin φ)

wh (1 - cos φ)/(1 + sin φ)

wh (1 - tan φ)/(1 + tan φ)

wh (1 - sin φ)/(1 + sin φ)

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RCC Structures Design

RCC Structures Design The self-weight of the footing, is

RCC Structures Design An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

RCC Structures Design An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

RCC Structures Design The maximum area of tension reinforcement in beams shall not exceed

RCC Structures Design If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is

RCC Structures Design
The self-weight of the footing, is

RCC Structures Design
An R.C.C. column of 30 cm diameter is reinforced with 6 bars 12 mm φ placed symmetrically along the circumference. If it carries a load of 40,000 kg axially, the stress is

RCC Structures Design
An R.C.C beam of 25 cm width has a clear span of 5 metres and carries a U.D.L. of 2000 kg/m inclusive of its self weight. If the lever arm of the section is 45 cm., the beam is

RCC Structures Design
The maximum area of tension reinforcement in beams shall not exceed

RCC Structures Design
If p1 is the vertical intensity of pressure at a depth h on a block of earth weighing w per unit volume and the angle of repose φ, the lateral intensity of pressure p2 is