First off, I am new to this forum.. However I wanted
To find out if anyone would be able to help me calculate
How much a steel bar (2 in. In diameter, 5 ft. Lengthwise)
Would be able to hold up without bending?
Can we plot stress-strain curve if we only have yield strength, tensile strength, and elongation data?
For example if i have:
Yield strength = 300 MPa
Tensile Strength = 600 MPa
Elongation = 50%
How to plot the stress-strain curve?
I am working on a project for which we have to design a Light weight tricycle. I want to know the procedure for selecting a light weight material for the chassis, which has good stiffness, economically available and good weld ability. We also have no constraints on the cross section of the pipes...
I've used all the proper equations and done all the work with no problem. My only question is when computing the maximum stress, how do I know which one is the tensile and which on is the compressive? I've attached all my work and came out with Max stress = 3.84 Mpa and Max...