3.33 The following data are obtained from a tensile test of a 12.7-mm-diameter aluminum specimen having a gage length óf 50 mm. After the specimen ruptures, the minimum (neck) diameter is found to be 8.8 mm. Plot the engineering stress-strain diagram and determine: (d) The ultimate strength. (e) The percent elongation in 50 mm. (f) The percent reduction in area.

Q: Are both of these graphs below or above the x axis?

A: Data Given: Asked: Shear Force and Bending Moment Diagram

Q: question is not complete, the workings and logic is not sound. Please do over.

A:

Q: What is the difference between standards and codes!

A: Standards and codes are two types of rules or guidelines that are used in many different fields to…

Q: can you explain part 3 in more detail as i cannot understand it

A: height 2 m, cross-section 50 mm x 24 mm The strut is pin supported at both ends. The pin allows…

Q: what is mean by the riser in drawings *

A: To Determine Definition of the term Riser used in the Drawings.

Q: Write the types of types of equipment used for photography?

A:

Q: Describe the procedure of Documentation, Reports, and Records?

A: By

Q: What is the force going through DH?

A: 1. Definition of Hydrostatic Pressure:Hydrostatic pressure* refers to the pressure exerted by a…

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.