A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8

2/3

3/2

8/5

5/8

2/3

3/2

8/5

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
Slenderness ratio of a long column, is

Area of cross-section divided by radius of gyration

Length of column divided by least radius of gyration

Area of cross-section divided by least radius of gyration

Radius of gyration divided by area of cross-section

Area of cross-section divided by radius of gyration

Length of column divided by least radius of gyration

Area of cross-section divided by least radius of gyration

Radius of gyration divided by area of cross-section

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD³ + mbd³)/6D]

BD² + mbd²)/6D]

BD² + mbd³)/4D]

BD² + mbd²)/4D]

BD³ + mbd³)/6D]

BD² + mbd²)/6D]

BD² + mbd³)/4D]

BD² + mbd²)/4D]

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n

8D3N/d4n

d4N/8D3n

4D3N/d4n

d4N/4D3n

8D3N/d4n

d4N/8D3n

4D3N/d4n

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
For the close coil helical spring of the maximum deflection is

2WD3n/d4N

4W²D3n/d4N

8WD3n/d4N

WD3n/d4N

2WD3n/d4N

4W²D3n/d4N

8WD3n/d4N

WD3n/d4N

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/2EI

WL²/3EI

WL3/3EI

WL²/2EI

WL3/2EI

WL²/3EI

WL3/3EI

WL²/2EI

ANSWER DOWNLOAD EXAMIANS APP

Theory of Structures

Theory of Structures A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

Theory of Structures Slenderness ratio of a long column, is

Theory of Structures A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

Theory of Structures The stiffness of the close coil helical spring is

Theory of Structures For the close coil helical spring of the maximum deflection is

Theory of Structures The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

Theory of Structures
Slenderness ratio of a long column, is

Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

Theory of Structures
The stiffness of the close coil helical spring is

Theory of Structures
For the close coil helical spring of the maximum deflection is

Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is