See the image below. I need the solution as soon as possible. Thank you Bar Sample No.1.1Туреdeformed deformed12Nominal Diameter, mm2512251213Average Diameter, mm14Length, cm3015Weight, gm1299266.8266Tensile Load, kNa. At Yield Point312.45069.291b. At Break Point17Elongation, cma. Final Length33.2533.65b. Gage Lengthc. Change in Length3.253.6518Area, mm2a. Plain: (n/4)x(3)2b. Deformed: (5)/[(4)x0.0785)]490.1919Yield Point, MPa: 6a/8a or 8b637.404443.974Calculate the value of X. Continues computation and write your answer in 3 decimal places.

Given data, Elongation of 2nd bar = 33.25 cm Change in length of 2nd bar = 3.25 cm Change in length…

Bar Sample No. deformed deformed Туре Nominal Diameter, mm 1 25 12 12 12 Average Diameter, mm Length, cm Weight, gm 3 25 30 14 1299 266.826 6 Tensile Load, kN a. At Yield Point 312.450 69.291 b. At Break Point Elongation, cm a. Final Length 7. 33.25 33.65 b. Gage Length c. Change in Length Area, mm2 3.25 3.65 8. a. Plain: (n/4)x(3)2 b. Deformed: (5)/1(4)x0.0785)| 490.191 Yield Point, MPa: 6a/8a or 8b 637.404 443.974 Calculate the value of X. Continues computation and write your answer in 3 decimal places.

Bar Sample No. deformed deformed Туре Nominal Diameter, mm 1 25 12 12 12 Average Diameter, mm Length, cm Weight, gm 3 25 30 14 1299 266.826 6 Tensile Load, kN a. At Yield Point 312.450 69.291 b. At Break Point Elongation, cm a. Final Length 7. 33.25 33.65 b. Gage Length c. Change in Length Area, mm2 3.25 3.65 8. a. Plain: (n/4)x(3)2 b. Deformed: (5)/1(4)x0.0785)| 490.191 Yield Point, MPa: 6a/8a or 8b 637.404 443.974 Calculate the value of X. Continues computation and write your answer in 3 decimal places.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter10: Shear Strength Of Soil

Section: Chapter Questions

Problem 10.24CTP

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