A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h is

WL/P

WL/2P

WL/3P

WL/4P

WL/P

WL/2P

WL/3P

WL/4P

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

0.696 %

0.796 %

0.596 %

0.496 %

0.696 %

0.796 %

0.596 %

0.496 %

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

5 mm

7.5 mm

10 mm

15 mm

5 mm

7.5 mm

10 mm

15 mm

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

None of these

45°

30°

60°

None of these

45°

30°

60°

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If the diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

7 mm

5 mm

4 mm

6 mm

7 mm

5 mm

4 mm

6 mm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute

Shrinkage stress

All listed here

Load

Temperature stress

Shrinkage stress

All listed here

Load

Temperature stress

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h 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 The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

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 diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

RCC Structures Design Distribution reinforcement in a simply supported slab, is provided to distribute

RCC Structures Design
A pre-stressed rectangular beam which carries two concentrated loads W at L/3 from either end, is provided with a bent tendon with tension P such that central one-third portion of the tendon remains parallel to the longitudinal axis, the maximum dip h 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
The maximum permissible size of aggregates to be used in casting the ribs of a slab, is

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 diameter of longitudinal bars of a square column is 16 mm, the diameter of lateral ties should not be less than

RCC Structures Design
Distribution reinforcement in a simply supported slab, is provided to distribute