CH O 70cm S= 2 6m CH 25 65cm S= 2 6m CH 50 55cm 6m Method 2 (Tabular Form) Banking Total area Mean Length CH in Quantity (Bd + Sd) xL (m) or Bxd Sx d Bd + Sd or Area Filling (d) meter Distance (m2) (m) (m) Example Using Tabular Form, calculate the amount of earthwork reguired for a 50-meter-long road cutting. Assume no traverse slope exists.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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CH O
70cm
S=2
6m
CH 25
65cm
S= 2
6m
CH 50
55cm
6m
Method 2 (Tabular Form)
Banking
Total area
Mean
Length
CH in
Quantity
(Bd + Sd) xL
(m)
or
meter
Filling
Bxd
Sxd
Bd + Sd
Area
or
Distance
(d)
(m2)
(m)
Example
(m)
Using Tabular Form, calculate the amount of earthwork reguired for a 50-meter-long road cutting.
Assume no traverse slope exists.
Transcribed Image Text:CH O 70cm S=2 6m CH 25 65cm S= 2 6m CH 50 55cm 6m Method 2 (Tabular Form) Banking Total area Mean Length CH in Quantity (Bd + Sd) xL (m) or meter Filling Bxd Sxd Bd + Sd Area or Distance (d) (m2) (m) Example (m) Using Tabular Form, calculate the amount of earthwork reguired for a 50-meter-long road cutting. Assume no traverse slope exists.
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