A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

RCC Structures Design
A reinforced concrete cantilever beam is 3.6 m long, 25 cm wide and has its lever arm 40 cm. It carries a load of 1200 kg at its free end and vertical stirrups can carry 1800 kg. Assuming concrete to carry one-third of the diagonal tension and ignoring the weight of the beam, the number of shear stirrups required, is

35

45

40

30

35

45

40

30

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RCC Structures Design
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

(5/6) (r²/1 + r²) M

(5/6) (r²/1 + r⁴) M

(5/6) (r/1 + r²) M

(5/6) (r²/1 + r³) M

(5/6) (r²/1 + r²) M

(5/6) (r²/1 + r⁴) M

(5/6) (r/1 + r²) M

(5/6) (r²/1 + r³) M

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RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

UDL of wall + load from the roof

Triangular load + load from the roof

UDL of wall

Triangular load of the wall

UDL of wall + load from the roof

Triangular load + load from the roof

UDL of wall

Triangular load of the wall

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RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

Capital

Drop panel

Supporting end of the column

Top of the column

Capital

Drop panel

Supporting end of the column

Top of the column

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RCC Structures Design
High strength concrete is used in pre-stressed member

To overcome bursting stresses at the ends

All listed here

To provide high bond stresses

To overcome high bearing stresses developed at the ends

To overcome bursting stresses at the ends

All listed here

To provide high bond stresses

To overcome high bearing stresses developed at the ends

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

0.6

0.8

0.9

0.7

0.6

0.8

0.9

0.7

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RCC Structures Design

RCC Structures Design If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

RCC Structures Design An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design Enlarged head of a supporting column of a flat slab is technically known as

RCC Structures Design High strength concrete is used in pre-stressed member

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
If the ratio of long and short spans of a two way slab with corners held down is r, the actual reduction of B.M. is given by

RCC Structures Design
An R.C.C. lintel is spanning an opening of 2 m span in a brick wall. The height of the roof is 2.9 m above the floor level and that of the opening is 2.1 m above the floor level. The lintel is to be designed for self weight plus

RCC Structures Design
Enlarged head of a supporting column of a flat slab is technically known as

RCC Structures Design
High strength concrete is used in pre-stressed member

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