If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

RCC Structures Design
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than

WL/10 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - 2D/3)²

WL/10 (L - 2D/3)²

WL/12 (L - D/3)²

WL/10 (L + 2D/3)²

WL/12 (L - 2D/3)²

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RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

6 cm

12 cm

8 cm

10 cm

6 cm

12 cm

8 cm

10 cm

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RCC Structures Design
As per IS : 456, the reinforcement in a column should not be less than

0.7% and not more than 7% of cross-sectional area

0.6% and not more than 6% of cross-sectional area

0.8% and not more than 8% of cross-sectional area

0.5% and not more than 5% of cross-sectional area

0.7% and not more than 7% of cross-sectional area

0.6% and not more than 6% of cross-sectional area

0.8% and not more than 8% of cross-sectional area

0.5% and not more than 5% of cross-sectional area

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RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

30

35

50

40

30

35

50

40

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

0.10 %

0.12 %

0.15 %

0.18 %

0.10 %

0.12 %

0.15 %

0.18 %

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RCC Structures Design
‘P’ is the pre-stressed force applied to tendon of a rectangular pre-stressed beam whose area of cross section is ‘A’ and sectional modulus is ‘Z’. The minimum stress ‘f’ on 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)

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RCC Structures Design

RCC Structures Design If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

RCC Structures Design As per IS : 456, the reinforcement in a column should not be less than

RCC Structures Design An R.C.C. column is treated as long if its slenderness ratio is greater than

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

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

RCC Structures Design
If the maximum shear stress at the end of a simply supported R.C.C. beam of 16 m effective span is 10 kg/cm², the length of the beam having nominal reinforcement, is

RCC Structures Design
As per IS : 456, the reinforcement in a column should not be less than

RCC Structures Design
An R.C.C. column is treated as long if its slenderness ratio is greater than

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

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