5. For each section below, identify each
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- The following data are from a research project. Determine the yield strength, ultimate strength, and ultimate elongation for the two steels shown in the plots. Identify the reinforcement grade for each assuming the chemistry met requirements of the ASTM A706 specification. Complete the table. Steel Yield Strength, ksi Ult. Strength, ksi Stress (ksi) 1 2 120 100- 80- Stress (ksi) 60- 40 20- 0+ 0.00 0.02 0.04 120 100 80 40- 20- 0.06 0.08 0.10 0.12 Strain 0+ 0.00 0.02 0.04 0.06 0.08 Total Elongation, % Steel 1 0.14 0.16 0.18 0.20 Steel 2 0.10 0.12 0.14 0.16 0.18 0.20 Strain ASTM A706 GradeQuestion 21 Arrange the wood directions according to stiffness. Stiffest = longitudinal radial tangentialDetermine if W44x285 (A992) section is Compact, Non-Compact or slender. Show neat handwriting and complete solution.
- From Steel Design Topic Please include complete solutionIn the connection shown, 1/4-in. side and end fillet welds are used to connect the 3-in.-by-1 in. tension member to the plate. The applied load is 60,000 lb. Find the required dimension L. The steel is ASTM A36 and the electrode used is an E70. - Fillet welds L 3" Activate Windows Go to Settings to activate Wir TABLE 19.2 Allowable stresses in ksi (MPa) 12: 12/1 DELL end F12 insert prt sc F10 home F11 F6 F8 F9 F3sketch the NFD, SFD, BMD, and deformed shape