Using the grade stake elevations in the chart below, prepare a grade sheet showing cuts/fills (ft and in.) for the proposed curb from 0 + 52 to 8 + 38. Grade Stake ElevationsРС0 + 52504.714 + 50508.461 + 00504.785 + 00508.771 + 50504.935 + 55510.612 + 00504.986 + 00511.732 + 50505.826 + 50512.003 + 00506.997 + 00512.023 + 50507.617 + 50512.113 + 75507.878 + 00512.244 + 00508.26 PC 8 + 38512.73

As we know that for economy the cuts and fills must be equal So Average Elevation is taken for the…

Grade Stake Elevations PC 0 + 52 504.71 4 + 50 508.46 1 + 00 504.78 5 + 00 508.77 1 + 50 504.93 5 + 55 510.61 2 + 00 504.98 6 + 00 511.73 2 + 50 505.82 6 + 50 512.00 3 + 00 506.99 7 + 00 512.02 3 + 50 507.61 7 + 50 512.11 3 + 75 507.87 8 + 00 512.24 4 + 00 508.26 PC 8 + 38 512.73

Grade Stake Elevations PC 0 + 52 504.71 4 + 50 508.46 1 + 00 504.78 5 + 00 508.77 1 + 50 504.93 5 + 55 510.61 2 + 00 504.98 6 + 00 511.73 2 + 50 505.82 6 + 50 512.00 3 + 00 506.99 7 + 00 512.02 3 + 50 507.61 7 + 50 512.11 3 + 75 507.87 8 + 00 512.24 4 + 00 508.26 PC 8 + 38 512.73

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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Question

Using the grade stake elevations in the chart below, prepare a grade sheet showing cuts/fills (ft and in.) for the proposed curb from 0 + 52 to 8 + 38.

Grade Stake Elevations
РС
0 + 52
504.71
4 + 50
508.46
1 + 00
504.78
5 + 00
508.77
1 + 50
504.93
5 + 55
510.61
2 + 00
504.98
6 + 00
511.73
2 + 50
505.82
6 + 50
512.00
3 + 00
506.99
7 + 00
512.02
3 + 50
507.61
7 + 50
512.11
3 + 75
507.87
8 + 00
512.24
4 + 00
508.26 PC 8 + 38
512.73

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