Thickened part of a flat slab over its supporting column, is technically known as

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

Column head

None of these

Capital

Drop panel

Column head

None of these

Capital

Drop panel

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RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

Rankine Grashoff formula

Rankine formula

Marcus formula

Grashoff formula

Rankine Grashoff formula

Rankine formula

Marcus formula

Grashoff formula

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RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

(wx/wy) = (ly/lx)⁴

None of these

(wx/wy) = (ly/lx)²

(wx/wy) = (ly/lx)

(wx/wy) = (ly/lx)⁴

None of these

(wx/wy) = (ly/lx)²

(wx/wy) = (ly/lx)

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RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

1.75 times the average

1.50 times the average

2.0 times the average

1.25 times the average

1.75 times the average

1.50 times the average

2.0 times the average

1.25 times the average

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RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

10 mm

15 mm

12 mm

11 mm

10 mm

15 mm

12 mm

11 mm

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RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

\frac{w l^{2}}{12}

\frac{w l^{2}}{4}

\frac{w l^{2}}{10}

\frac{w l^{2}}{8}

$\frac{w l^{2}}{12}$

$\frac{w l^{2}}{4}$

$\frac{w l^{2}}{10}$

$\frac{w l^{2}}{8}$

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RCC Structures Design

RCC Structures Design Thickened part of a flat slab over its supporting column, is technically known as

RCC Structures Design Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

RCC Structures Design Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

RCC Structures Design The maximum shear stress (qmax) in a rectangular beam is

RCC Structures Design The diameter of main bars in R.C.C. columns, shall not be less than

RCC Structures Design If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as

RCC Structures Design
Thickened part of a flat slab over its supporting column, is technically known as

RCC Structures Design
Design of a two way slab simply supported on edges and having no provision to prevent the corners from lifting, is made by

RCC Structures Design
Long and short spans of a two way slab are ly and lx and load on the slab acting on strips parallel to lx and ly be wx and wy respectively. According to Rankine Grashoff theory

RCC Structures Design
The maximum shear stress (qmax) in a rectangular beam is

RCC Structures Design
The diameter of main bars in R.C.C. columns, shall not be less than

RCC Structures Design
If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as