Q4. Table Q4 lists the areas of cross-sections at 20m apart of a road improvement pro Calculate the volume of the earthwork using the End Areas and Prismoidal metho Table Q4 Chainage (m) Cross-sectional area (A) (m) 116.4 2120 2140 162.8 2160 130.4 2180 113 2200 173-5 2220 190.3 2240 299.8 2260 127.4 2280 275-3 2300 155.3 2320 127.2 2340 288.3 2360 2380 130.9 179.2 2400 233-7 2420 116.1

Q4. Table Q4 lists the areas of cross-sections at 20m apart of a road improvement pro Calculate the volume of the earthwork using the End Areas and Prismoidal metho Table Q4 Chainage (m) Cross-sectional area (A) (m) 116.4 2120 2140 162.8 2160 130.4 2180 113 2200 173-5 2220 190.3 2240 299.8 2260 127.4 2280 275-3 2300 155.3 2320 127.2 2340 288.3 2360 2380 130.9 179.2 2400 233-7 2420 116.1

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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SHOW COMPLETE SOLUTION PLSVALUES: X = 425Y = 25A = 5
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Hello, please solve the problem attached image. Thank you! Using 4 decimal places at final answer. Hint: Ah=33.5...kn, Av=150kn,Bh=-33.5...kn.
24. Table Q4 lists the areas of cross-sections at 20m apart of a road improvement project. Calculate the volume of the earthwork using the End Areas and Prismoidal methods. Chainage (m) 3980 4000 4020 4040 4060 4080 4100 4120 4140 4160 4180 4200 4220 4240 4260 4280 Table Q4 Cross-sectional area (A) (m²) 110.5 160.5 128.7 109.9 173.8 184 299.1 124.8 270.4 152 126.7 289 133.7 176.7 232.7 113.6
SHOW COMPLETE SOLUTION PLSVALUES:X = 425Y =25C = 1
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