Question 1A specimen of ductile cast iron having a rectangular cross section of dimensions 4.8 mm x 15.9 mm isdeformed in tension. Using the load-elongation data shown in the following table, complete parts (a) through (f)Force (N)Length (mm)75.0004,74075.0259,14075.05012,92075.07516,54075.11318,30075.15020,17075.22522,90075.37575.52525,07026,80028,64075.75076.50030,24031,10078.00079.50031,28081.00030,82029,18027,19082.50084.00085.50024,14087.00018,97088.725Fracturea) Plot the data as engineering stress versus engineering strain.b) Compute the modulus of elasticity.c) Determine the yield strength at a strain offset of 0.002.d) Determine the tensile strength of this alloy.e) Compute the modulus of resilience.f) What is the ductility, in percent elongation?ANark

Question 1 A specimen of ductile cast iron having a rectangular cross section of dimensions 4.8 mm x 15.9 mm is deformed in tension. Using the load-elongation data shown in the following table, complete parts (a) through (f) Force (N) Length (mm) 75.000 4,740 75.025 9,140 75.050

Question 1 A specimen of ductile cast iron having a rectangular cross section of dimensions 4.8 mm x 15.9 mm is deformed in tension. Using the load-elongation data shown in the following table, complete parts (a) through (f) Force (N) Length (mm) 75.000 4,740 75.025 9,140 75.050

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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