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 - 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

WL/12 (L - D/3)²

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RCC Structures Design
The advantage of a concrete pile over a timber pile, is

No restriction on length

All of these

No decay due to termites

Higher bearing capacity

No restriction on length

All of these

No decay due to termites

Higher bearing capacity

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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)³

w₁/w₂ = (l₂/l₁)²

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = l₂/l₁

w₁/w₂ = (l₂/l₁)³

w₁/w₂ = (l₂/l₁)²

w₁/w₂ = (l₂/l₁)⁴

w₁/w₂ = l₂/l₁

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RCC Structures Design
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

(Shear force × Width)/Lever arm

Lever arm/(Shear force × Width)

Width/(Lever arm × Shear force)

Shear force/(Lever arm × Width)

(Shear force × Width)/Lever arm

Lever arm/(Shear force × Width)

Width/(Lever arm × Shear force)

Shear force/(Lever arm × Width)

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RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

A key

A rib

A cut-off wall

All listed here

A key

A rib

A cut-off wall

All listed here

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RCC Structures Design
If the shear stress in a R.C.C. beam is

All of these

Equal or less than 5 kg/cm², no shear reinforcement is provided

Greater than 20 kg/cm², the size of the section is changed

Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided

All of these

Equal or less than 5 kg/cm², no shear reinforcement is provided

Greater than 20 kg/cm², the size of the section is changed

Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided

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RCC Structures Design

RCC Structures Design The advantage of a concrete pile over a timber pile, is

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 The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

RCC Structures Design In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

RCC Structures Design If the shear stress in a R.C.C. beam is

RCC Structures Design
The advantage of a concrete pile over a timber pile, is

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
The maximum shear stress (q) in concrete of a reinforced cement concrete beam is

RCC Structures Design
In case the factor of safety against sliding is less than 1.5, a portion of slab is constructed downwards at the end of the heel slab, which is known as

RCC Structures Design
If the shear stress in a R.C.C. beam is