Estimating and Costing The correct Prismoidal formula for volume is D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] D [first area + last area + Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 4 Ʃ Even area + 2 Ʃ odd areas] D/3 [first area + last area + 2 Ʃ Even area + 4 Ʃ odd areas] D/6 [first area + last area + 2 ∑ Even area + 4 ∑ odd areas] ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing Pick up the item whose weight is added to the weight of respective item, is Brackets Cleats Bolts All listed here Brackets Cleats Bolts All listed here ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing If the formation level of a highway has a uniform gradient for a particular length, and the ground is also having a longitudinal slope, the earthwork may be calculated by All of these Mid-section formula Prismoidal formula Trapezoidal formula All of these Mid-section formula Prismoidal formula Trapezoidal formula ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing For 100 sq. m cement concrete (1 : 2: 4) 4 cm thick floor, the quantity of cement required, is 1.00 m³ 0.90 m³ 0.98 m³ 0.94 m³ 1.00 m³ 0.90 m³ 0.98 m³ 0.94 m³ ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The concrete work for the following part of the building of specified thickness is measured in square meters Floors Root slabs Wall panels All of these Floors Root slabs Wall panels All of these ANSWER DOWNLOAD EXAMIANS APP
Estimating and Costing The ground surface slopes 1 in 50 along a proposed railway embankment 150 m in length. The height of the embankment at zero chainage is 0.5 m, the width is 11 m and side slopes 2:1. If the falling gradient of the embankment is 1 in 150, the quantity of the earthwork calculated by Prismoidal formula, is 3300 m³ 3250 m³ 3225 m³ 3275 m³ 3300 m³ 3250 m³ 3225 m³ 3275 m³ ANSWER DOWNLOAD EXAMIANS APP
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