According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in concrete × area of concrete

None of these

Stress in steel × area of steel

Stress in concrete × area of concrete + Stress in steel × area of steel

Stress in concrete × area of concrete

None of these

Stress in steel × area of steel

Stress in concrete × area of concrete + Stress in steel × area of steel

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

4 mm

5 mm

7 mm

6 mm

4 mm

5 mm

7 mm

6 mm

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

0.6

0.7

0.8

0.9

0.6

0.7

0.8

0.9

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

Twice the diameter

Four times the diameter

Five times the diameter

Thrice the diameter

Twice the diameter

Four times the diameter

Five times the diameter

Thrice the diameter

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

f = (A/P) + (M/Z)

f = (P/'+ (Z/M)

f = (P/A) + (M/6Z)

f = (P/A) + (M/Z)

f = (A/P) + (M/Z)

f = (P/'+ (Z/M)

f = (P/A) + (M/6Z)

f = (P/A) + (M/Z)

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design
A pre-stressed concrete member is preferred because

Its dimensions are not decided from the diagonal tensile stress

Removal of cracks in the members due to shrinkage

Large size of long beams carrying large shear force need not be adopted

All listed here

Its dimensions are not decided from the diagonal tensile stress

Removal of cracks in the members due to shrinkage

Large size of long beams carrying large shear force need not be adopted

All listed here

ANSWER DOWNLOAD EXAMIANS APP

RCC Structures Design

RCC Structures Design According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

RCC Structures Design For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

RCC Structures Design The radius of a bar bend to form a hook, should not be less than

RCC Structures Design ‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

RCC Structures Design A pre-stressed concrete member is preferred because

RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

RCC Structures Design
The diameter of transverse reinforcement of columns should be equal to one-fourth of the diameter of the main steel rods but not less than

RCC Structures Design
For a continuous floor slab supported on beams, the ratio of end span length and intermediate span length, is

RCC Structures Design
The radius of a bar bend to form a hook, should not be less than

RCC Structures Design
‘P’ is the pre-stressed force applied to the tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The maximum stress ‘f’ in the beam, subjected to a maximum bending moment ‘M’, is

RCC Structures Design
A pre-stressed concrete member is preferred because