The thickness of base slab of a retaining wall generally provided, is

RCC Structures Design
The thickness of base slab of a retaining wall generally provided, is

Width of the stem at the bottom

One half of the width of the stem at the bottom

One fourth of the width of the steam at the bottom

One-third of the width of the stem at the bottom

Width of the stem at the bottom

One half of the width of the stem at the bottom

One fourth of the width of the steam at the bottom

One-third of the width of the stem at the bottom

ANSWER DOWNLOAD EXAMIANS APP

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}}{10}

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

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

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

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

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

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

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

Is safe in shear

Is safe with stirrups

Needs revision of section

Is safe with stirrups and inclined bars

Is safe in shear

Is safe with stirrups

Needs revision of section

Is safe with stirrups and inclined bars

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

1/6th of the span

1/7th of the span

1/5th of the span

1/4th of the span

1/6th of the span

1/7th of the span

1/5th of the span

1/4th of the span

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

30°

60°

None of these

45°

30°

60°

None of these

45°

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

Is increased by PZ/e

Remains unchanged

Is decreased by Pe/Z

Is increased by Pe/Z

Is increased by PZ/e

Remains unchanged

Is decreased by Pe/Z

Is increased by Pe/Z

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design The thickness of base slab of a retaining wall generally provided, 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 An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

RCC Structures Design In a simply supported slab, alternate bars are curtailed at

RCC Structures Design The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

RCC Structures Design If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge

RCC Structures Design
The thickness of base slab of a retaining wall generally provided, 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
An R.C.C. beam of 6 m span is 30 cm wide and has a lever arm of 55 cm. If it carries a U.D.L. of 12 t per m and allowable shear stress is 5 kg/cm², the beam

RCC Structures Design
In a simply supported slab, alternate bars are curtailed at

RCC Structures Design
The zone in which transverse bending is likely to occur may be obtained by drawing a line from the faces of the column making an angle θ° with horizontal where θ° is

RCC Structures Design
If the tendon is placed at an eccentricity e below the centroidal axis of the longitudinal axis of a rectangular beam (sectional modulus Z and stressed load P in tendon) the stress at the extreme top edge