A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

41,200 kg

4,120 kg

None of these

412,000 kg

41,200 kg

4,120 kg

None of these

412,000 kg

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RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

350 kg/cm²

250 kg/cm²

50 kg/cm²

150 kg/cm²

350 kg/cm²

250 kg/cm²

50 kg/cm²

150 kg/cm²

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RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

45

50

55

40

45

50

55

40

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RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

0.15 %

0.10 %

0.12 %

0.18 %

0.15 %

0.10 %

0.12 %

0.18 %

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RCC Structures Design
If the shear stress in a R.C.C. beam is

Greater than 20 kg/cm², the size of the section is changed

All of these

Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided

Equal or less than 5 kg/cm², no shear reinforcement is provided

Greater than 20 kg/cm², the size of the section is changed

All of these

Greater than 4 kg/cm², but less than 20 kg/cm², shear reinforcement is provided

Equal or less than 5 kg/cm², no shear reinforcement is provided

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RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are

Bent inward at the floor level

Stopped just below the floor level and separate lap bars provided

Continued up

All of the listed here

Bent inward at the floor level

Stopped just below the floor level and separate lap bars provided

Continued up

All of the listed here

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RCC Structures Design

RCC Structures Design A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design The minimum cube strength of concrete used for a pre-stressed member, is

RCC Structures Design If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

RCC Structures Design The percentage of minimum reinforcement of the gross sectional area in slabs, is

RCC Structures Design If the shear stress in a R.C.C. beam is

RCC Structures Design If the size of a column is reduced above the floor, the main bars of the columns, are

RCC Structures Design
A short column 20 cm × 20 cm in section is reinforced with 4 bars whose area of cross section is 20 sq. cm. If permissible compressive stresses in concrete and steel are 40 kg/cm² and 300 kg/cm², the Safe load on the column, should not exceed

RCC Structures Design
The minimum cube strength of concrete used for a pre-stressed member, is

RCC Structures Design
If the effective length of a 32 cm diameter R.C.C. column is 4.40 m, its slenderness ratio, is

RCC Structures Design
The percentage of minimum reinforcement of the gross sectional area in slabs, is

RCC Structures Design
If the shear stress in a R.C.C. beam is

RCC Structures Design
If the size of a column is reduced above the floor, the main bars of the columns, are