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Given the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied to the fill volume between Stations 49+00 and 50+00 is: Basis for Cut Basis for Fill Cutslope 33.2 Sta. O24.2 5100 5000 O None of these. O 20.2 4900 48 40 s=2.5:1 ft ft L CX1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20

Given the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied to the fill volume between Stations 49+00 and 50+00 is: Basis for Cut Basis for Fill Cutslope 33.2 Sta. O24.2 5100 5000 O None of these. O 20.2 4900 48 40 s=2.5:1 ft ft L CX1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Given the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied to the fill volume between Stations 49+00 and 50+00 is: Basis for Cut Basis for Fill Cutslope 20.2 33.2 O 24.2 Sta. O None of these. O 6.3 5100 5000 4900 48 40 s=2.5:1 ft ft L CX1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20
Transcribed Image Text:Given the following slope staking notes, the prismoidal correction factor in cu. Yds., to be applied to the fill volume between Stations 49+00 and 50+00 is: Basis for Cut Basis for Fill Cutslope 20.2 33.2 O 24.2 Sta. O None of these. O 6.3 5100 5000 4900 48 40 s=2.5:1 ft ft L CX1 33.4 F 5.4 33.6 F 6.4 36.0 C C 5.5 FO F 3.5 R C 3.2 X2 C 4.1 34.25 FO 20
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