pls ans soon Table Q1(d): Penetration dataPenetration value (mm)Div.Load (kN)0.000.2530.500.7591.00121.25151.50181.75202.00222.25302.50362.75453.00503.25563.50673.75724.00784.25884.501034.751165.001205.251345.501425.751546.001706.251866.506.751972107.002207.252447.50270 (d)Table Q1(d) shows a California Bearing Ratio (CBR) test result for CentralSpine Road project which connecting from Simpang Pelangai, Pahang toKuala Krai, Kelantan. Based on the statements, calculate and plot the graphfor CBR value based on the calibration factor 0.025 kN/div.

Answered: Image /qna-images/answer/aa5bf853-0d2f-4ed3-81c3-5356e94b869f.jpg

Table Q1(d): Penetration data Penetration value (mm) Div. Load (kN) 0.00 0.25 3 0.50 0.75 9 1.00 12 1.25 15 1.50 18 1.75 20 2.00 22 2.25 30 2.50 36 2.75 45 3.00 50 3.25 56 3.50 67 3.75 72 4.00 78 4.25 88 4.50 103 4.75 116 5.00 120 5.25 5.50 134 142 5.75 154 6.00 170 6.25 186 6.50 197 6.75 210 7.00 220 7.25 244 7.50 270

Table Q1(d): Penetration data Penetration value (mm) Div. Load (kN) 0.00 0.25 3 0.50 0.75 9 1.00 12 1.25 15 1.50 18 1.75 20 2.00 22 2.25 30 2.50 36 2.75 45 3.00 50 3.25 56 3.50 67 3.75 72 4.00 78 4.25 88 4.50 103 4.75 116 5.00 120 5.25 5.50 134 142 5.75 154 6.00 170 6.25 186 6.50 197 6.75 210 7.00 220 7.25 244 7.50 270

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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