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And for the purpose of estimatmg e vo of concrete, we consider the inside diameter of the pipe as presented in the second column d of Table 1-6. 2. Refer to Table 1-6. Under d = 90 pipe diameter, class "A" mixture, multiply: 40 Cement: 12 x 2.826 = 33.9 say 34 bags Sand: 12 x .157 = 1.88 say 2.0cll.m.

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Aggregates used in concrete may b~ fine aggregates (usually sand) and coarse aggregates {usually gravel or crushed stone). Fine aggregates are those th)lt passes through a No. 4 sieve (about 6 mm in size). Materials retained are coarse aggregates. The nominal maximum sizes of coarse aggregate are speCified in Section 5.3.3 of NSCP.

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For Ordinary Portland cement concrete exposed to dry and hot weather conditions, good moist curing period is [A] 7 days [B] 10 days [C] 14 days [D] None of the above Answer : B 97 As per IS: 456-2000, recommended value for standard deviation for concrete mix from M30 to M50 is [A] 1 N/mm2 Civil Engineering Rocks Civil Engineering Rocks Page 17 ...

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Fundamentals of Reinforced Concrete Design | Construction ...

Aggregates used in concrete may b~ fine aggregates (usually sand) and coarse aggregates {usually gravel or crushed stone). Fine aggregates are those th)lt passes through a No. 4 sieve (about 6 mm in size). Materials retained are coarse aggregates. The nominal maximum sizes of coarse aggregate are speCified in Section 5.3.3 of NSCP.

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