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

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}}{4}

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

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

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

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

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

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

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

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Steel beam theory is used for

Design of simple steel beams

Beams if shear exceeds 4 times allowable shear stress

Doubly reinforced beams ignoring compressive stress in concrete

Steel beams encased in concrete

Design of simple steel beams

Beams if shear exceeds 4 times allowable shear stress

Doubly reinforced beams ignoring compressive stress in concrete

Steel beams encased in concrete

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

None of these

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

(Area of the column A × Safe punching stress)/Load on column A

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

None of these

(Perimeter of column A × Safe punching stress)/(Load on column A + Upward pressure × Area of the column)

(Area of the column A × Safe punching stress)/Load on column A

(Perimeter of column A × Safe punching stress)/(Load on column A × Upward pressure × Area of the column)

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Be more at the edges of the foundation

Be uniform

Be zero at the centre of the foundation

Not be uniform

Be more at the edges of the foundation

Be uniform

Be zero at the centre of the foundation

Not be uniform

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A very comfortable type of stairs is

Straight

Geometrical

Open newel

Dog legged

Straight

Geometrical

Open newel

Dog legged

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

0.796 %

0.596 %

0.496 %

0.696 %

0.796 %

0.596 %

0.496 %

0.696 %

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

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 Steel beam theory is used for

RCC Structures Design Based on punching shear consideration, the overall depth of a combined footing under a column A, is

RCC Structures Design On an absolutely rigid foundation base, the pressure will

RCC Structures Design A very comfortable type of stairs is

RCC Structures Design If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is

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
Steel beam theory is used for

RCC Structures Design
Based on punching shear consideration, the overall depth of a combined footing under a column A, is

RCC Structures Design
On an absolutely rigid foundation base, the pressure will

RCC Structures Design
A very comfortable type of stairs is

RCC Structures Design
If the permissible compressive and tensile stresses in a singly reinforced beam are 50 kg/cm² and 1400 kg/cm² respectively and the modular ratio is 18, the percentage area At of the steel required for an economic section, is