An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

21.5 kg/cm²

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

21.5 kg/cm²

8.3 kg/cm²

21.5 kg/cm²

7.6 kg/cm²

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

(C - 1) mf - eE

(C - 1) mf + eE

(1 - C) mf + eE

(1 - C) mf - eE

(C - 1) mf - eE

(C - 1) mf + eE

(1 - C) mf + eE

(1 - C) mf - eE

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
On piles, the drop must be at least

120 cm

123 cm

124 cm

80 cm

120 cm

123 cm

124 cm

80 cm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

Distribute the load

Resist the temperature stresses

Resist the shrinkage stress

All of these

Distribute the load

Resist the temperature stresses

Resist the shrinkage stress

All of these

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

45°

25°

35°

55°

45°

25°

35°

55°

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The effective span of a simply supported slab, is

None of these

Clear distance between the inner faces of the walls plus twice the thickness of the wall

Clear span plus effective depth of the slab

Distance between the centers of the bearings

None of these

Clear distance between the inner faces of the walls plus twice the thickness of the wall

Clear span plus effective depth of the slab

Distance between the centers of the bearings

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

RCC Structures Design If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

RCC Structures Design On piles, the drop must be at least

RCC Structures Design The transverse reinforcements provided at right angles to the main reinforcement

RCC Structures Design An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design The effective span of a simply supported slab, is

RCC Structures Design
An R.C.C. beam of 25 cm width and 50 cm effective depth has a clear span of 6 meters and carries a U.D.L. of 3000 kg/m inclusive of its self weight. If the lever arm constant for the section is 0.865, the maximum intensity of shear stress, is

RCC Structures Design
If C is creep coefficient, f is original pre-stress in concrete, m is modular ratio, E is Young's modulus of steel and e is shrinkage strain, the combined effect of creep and shrinkage is:

RCC Structures Design
On piles, the drop must be at least

RCC Structures Design
The transverse reinforcements provided at right angles to the main reinforcement

RCC Structures Design
An R.C.C. beam not provided with shear reinforcement may develop cracks in its bottom inclined roughly to the horizontal at

RCC Structures Design
The effective span of a simply supported slab, is