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Carry out calculations for quantity of earthwork for a portion of a road from the data given in Table 1. Formation width of road is 8 m. Side slopes are 1 ½: 1 in banking and 1:1 in cutting. Use mid-sectional area method for calculation of quantities.

Carry out calculations for quantity of earthwork for a portion of a road from the data given in Table 1. Formation width of road is 8 m. Side slopes are 1 ½: 1 in banking and 1:1 in cutting. Use mid-sectional area method for calculation of quantities.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q#1. Carry out calculations for quantity of earthwork for a portion of a road from the data given in Table 1. Formation width of road is 8 m. Side slopes are 1 %: 1 in banking and 1:1 in cutting. Use mid-sectional area method for calculation of quantities. Table 1 Distance in b/w stations (m) Station R.L of Ground (m) R.L of Formation (m) 10 50.00 49.50 11 50 50.60 50.30 12 50 48.50 Formation in level 13 50 47.90 14 50 48.20 15 50 48.00
Transcribed Image Text:Q#1. Carry out calculations for quantity of earthwork for a portion of a road from the data given in Table 1. Formation width of road is 8 m. Side slopes are 1 %: 1 in banking and 1:1 in cutting. Use mid-sectional area method for calculation of quantities. Table 1 Distance in b/w stations (m) Station R.L of Ground (m) R.L of Formation (m) 10 50.00 49.50 11 50 50.60 50.30 12 50 48.50 Formation in level 13 50 47.90 14 50 48.20 15 50 48.00
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