The cross-sectional area of the embankment of a canal fully in embankment in the given figure is
A. $$\frac{1}{2}\left( {{{\text{b}}_1} + {{\text{b}}_2}} \right){\text{h}}$$
B. $$\left( {{{\text{b}}_1} + {{\text{b}}_2}} \right){\text{h}} + {\text{s}}{{\text{h}}^2}$$
C. $$\left( {{{\text{b}}_1} + {{\text{b}}_2}} \right) + 2{\text{s}}{{\text{h}}^2}$$
D. $$2\left[ {\left( {{{\text{b}}_1} + {{\text{b}}_2}} \right)\left( {{\text{b}} + {\text{s}}{{\text{h}}^2}} \right)} \right]$$
Answer: Option C
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Comments ( 2 )
A. Mid-section formula
B. Trapezoidal formula
C. Prismoidal formula
D. All the above
Size, capacity and materials need be specified for
A. Bib-cocks
B. Stop-cocks
C. Ball valves
D. All the above
The expected out turn of 12 mm plastering with cement mortar is
A. 2.5 sq m
B. 4.0 sq m
C. 6.0 sq m
D. 8.0 sq m
A. Excavation
B. Surface dressing
C. Cutting
D. Surface excavation
(B1^2+B2^2 ) +2sh^2
H( b1 + B2) + 2sh2