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2. COMPUTE THE: A. PROPORTIONAL LIMIT B. MODULUS OF ELASTICIT Y C. YIELD STRESS AT 0.2 % OFFSET D. ULTIMATE STRESS E. NOMINAL RUPTURE STRESS Use a scale of 1cm = 25MPa and 1cm=0.025mm/mm. For Last name starts from A-L, the load given in the table is added by 1.0kN except for Load OkN. For Last Name, starts from M-Z, the load given in the table is added by 2.5kN. Elongations do not change. A tension test was performed on a steel specimen having an original diameter of 12.5 mm and gauge length of 50 mm. Using the data listed in the table, plot the stress-strain diagram. Load (kN) Elongation (mm) 0 0 11.1 0.0175 31.9 0.0600 37.8 0.1020 40,9 0.1650 43.6 0.2490 53.4 1.0160 62.3 3.0480 64.5 6.3500 62.3 8.8900 58.8 11.9380
Problem No.1 Where: N= 0.03n n = no. of letters in your first name, middle name and last name. example: Marjorie Sibonga Aying N=0.03*20=0.60 inches if the value of 0.03n exceeds 0.70, use 0.60, if below 0.50, use 0.50. Example 1: 0.03n = 0.75, use 0.60 as your diameter. Example 2: 0.03n = 0.47, use 0.50. Example 3: 0.03n= 0.65, as is. Where: L= 4N Example: L = 4 (0.60) = 2.4in
FINAL ACTIVITY 1. A tension test was performed on a steel specimen having an original diameter of "N" and a gage length of "L" A. PROPORTIONAL LIMIT B. MODULUS OF ELASTICITY C. YIELD STRESS AT 0.2 % OFFSET D. ULTIMATE STRESS E. NOMINAL RUPTURE STRESS PLOT THE STRESS-STRAIN DIAGRAM manually AND DETERMINE THE FOLLOWING MECHANICAL PROPERTIES. LOAD (kip) Elongation LOAD (kip) Elongation (in) (in) 0 20.0 0.100 1.5 0.0005 21.5 0.28 4.6 0.0015 19.5 0.40 8.0 0.0025 18.5 0.46 11.0 0.0035 17.2 0.50 11.8 0.0050 16.8 0.57 11.8 0.0080 15.1 0.63 12.0 0.0200 14.9 0.65 16.6 0.0400 Use a scale of 1 in = 10ksi and 1in = 0.025 in/in. Show your complete FINAL ACTIVITY 1. A tension test was performed on a steel specimen having an original diameter of "N" and a gage length
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