In: Civil Engineering
A) draw the stres-strain diagram for a typical steel bar under tensile test showing all details of the results of the test.
B) A material like aluminium does not have an abviouse
yield point and undergoes large starin after the proportionality
limit draw the sketch to show how the arbitrary yield stress is
determined.
C) ASteel sample of diameter 30mm and guage length 60mm gave under
tensile test the following results.
a) load at limit proportionality 70,000N and the extension
0.045mm.
b) load at yield 80,000N.
c) maximum load 130,000N
the two parts where joined together after being broken.the length
between guage points was found to be 80mm and the diameter at the
neck 20mm calculate:-
1) the modulus of elasticity E?
2) the stress at the limit proportionality?
3) yield stress?
4) ultimate limit stress?
5) percentage elongation?
6) percentage cinstruction?