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Using the section method (the average end area method), determine the required volume of the cuts and fills for a new road. The cuts and fills for each station are shown in Table below. Express your answer in cubic yards. Station 1+00 1+50 2+00 2+50 3+00 3+40 Cut (sf) 340 115 120 80 250 0 Fill (sf) 20 80 100 O 300 400

Using the section method (the average end area method), determine the required volume of the cuts and fills for a new road. The cuts and fills for each station are shown in Table below. Express your answer in cubic yards. Station 1+00 1+50 2+00 2+50 3+00 3+40 Cut (sf) 340 115 120 80 250 0 Fill (sf) 20 80 100 O 300 400

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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Using the section method (the average end area method), determine the required volume of the cuts and fills for a new road. The cuts and fills for each station are shown in Table below. Express your answer in cubic yards. Station 1+00 1+50 2+00 2+50 3+00 3+40 Cut (sf) 340 115 120 80 250 0 Fill (sf) 20 80 100 O 300 400 Complete the table using either Excel or hand calculation and send it to the instructor via Folio email.
Transcribed Image Text:Using the section method (the average end area method), determine the required volume of the cuts and fills for a new road. The cuts and fills for each station are shown in Table below. Express your answer in cubic yards. Station 1+00 1+50 2+00 2+50 3+00 3+40 Cut (sf) 340 115 120 80 250 0 Fill (sf) 20 80 100 O 300 400 Complete the table using either Excel or hand calculation and send it to the instructor via Folio email.
Volume Cut (bcy): Volume Fill (ccy): 1+50 7,678.6 3,145.3 1,314.8 1,148.1 3,313.6 4,329.5 1,456.5 1,148.1 2+00 2+50 3+00 3+40 115 120 80 250 0 80 100 0 300 Complete the table using either Excel or hand calculation and send it to the instructor via Folio email. 400
Transcribed Image Text:Volume Cut (bcy): Volume Fill (ccy): 1+50 7,678.6 3,145.3 1,314.8 1,148.1 3,313.6 4,329.5 1,456.5 1,148.1 2+00 2+50 3+00 3+40 115 120 80 250 0 80 100 0 300 Complete the table using either Excel or hand calculation and send it to the instructor via Folio email. 400
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