Q: In the figure below, the depth of excavation required to form a cutting at 20 m intervals are 0.000, 0.900, 1.500, 3.200 and 3.300 m. given that the roadway is 5 m wide and 80 m long and the side slopes at an angle 300, calculate the cross-sectional areas of thecutting and total volume of excavation using trapezoidal rule.Chainage(m)C (m)3.2m5m(C/tan 30°) (m)(C/tan 30°) + W(m)30⁰((C/tan 30°) + W) x C (m²)

Given Width of roadways = 5 m Length of roadways = 80 m Intervals of depth measurement, h = 20 m…

Q: In the figure below, the depth of excavation required to form a cutting at 20 m intervals are 0.000, 0.900, 1.500, 3.200 and 3.300 m. given that the roadway is 5 m wide and 80 m long and the side slopes at an angle 30°, calculate the cross-sectional areas of the cutting and total volume of excavation using trapezoidal rule. Chainage (m) C (m) 3.2m 5m (C/tan 30°) (m) (C/tan 30º) + W (m) 30⁰ ((C/tan 30) + W) xC (m²)

Q: In the figure below, the depth of excavation required to form a cutting at 20 m intervals are 0.000, 0.900, 1.500, 3.200 and 3.300 m. given that the roadway is 5 m wide and 80 m long and the side slopes at an angle 30°, calculate the cross-sectional areas of the cutting and total volume of excavation using trapezoidal rule. Chainage (m) C (m) 3.2m 5m (C/tan 30°) (m) (C/tan 30º) + W (m) 30⁰ ((C/tan 30) + W) xC (m²)

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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The areas in cut of two points of level sections that are 75m apart are 36sqm and 72sqm. Side slope is 3H:2V and base width is 10m.Determine the Volume of excavation using the PRISMOIDAL METHOD and correct the computed volume using the formula for PRISMOIDALcorrections. SHow complete solution. Draw a figure.
The areas in cut of two points of level sections that are 75m apart are 36sqm and 72sqm. Side slope is 3H:2V and base width is 10m. Determine the Volume of excavation using the PRISMOIDAL METHOD and correct the computed volume using the formula for PRISMOIDAL corrections.
The areas in cut of two points of level sections that are 75m apartare 36sqm and 72sqm. Side slope is 3H:2V and base width is 10m.Determine the Volume of excavation using the PRISMOIDAL METHOD andcorrect the computed volume using the formula for PRISMOIDALcorrections. (DRAW FIGURE)
The areas in cut of two points of level sections that are 75m apart are 36sqm and 72sqm. Side slope is 3H:2V and base width is 10m. Determine the Volume of excavation using the PRISMOIDAL METHOD and correct the computed volume using the formula for PRISMOIDAL corrections. Please answer in 3 decimal places and provide figure
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