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 - 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

WL/12 (L - 2D/3)²

WL/10 (L + 2D/3)²

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RCC Structures Design
The live load to be considered for an accessible roof, is

75 kg/m³

200 kg/cm²

Nil

150 kg/m²

75 kg/m³

200 kg/cm²

Nil

150 kg/m²

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Top of the column

Supporting end of the column

Capital

Drop panel

Top of the column

Supporting end of the column

Capital

Drop panel

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RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = (l₂/l₁)³

w₁/w₂ = (l₂/l₁)²

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = (l₂/l₁)³

w₁/w₂ = (l₂/l₁)²

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RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.8

0.9

0.7

0.6

0.8

0.9

0.7

0.6

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RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

Area of the section

Distance of the C.G. of the area from its neutral axis

Moment of the beam section about its neutral axis

Shear force

Area of the section

Distance of the C.G. of the area from its neutral axis

Moment of the beam section about its neutral axis

Shear force

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RCC Structures Design

RCC Structures Design The live load to be considered for an accessible roof, is

RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as

RCC Structures Design If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

RCC Structures Design Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to

RCC Structures Design
The live load to be considered for an accessible roof, is

RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

RCC Structures Design
If l₁ and l₂ are the lengths of long and short spans of a two way slab simply supported on four edges and carrying a load w per unit area, the ratio of the loads split into w₁ and w₂ acting on strips parallel to l₂ and l₁ is

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

RCC Structures Design
Pick up the incorrect statement from the following. The intensity of horizontal shear stress at the elemental part of a beam section, is directly proportional to