A square bar 1 m long and 40 mm side, is subjected to an axial tensile load. If the side is seen to decrease in size by 0.01 mm if e= 200 gpa and poissons ratio is 0.3, the stress in the bar (in mpa) is
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Tension, Compression,
and Shear
Normal Stress and Strain
Problom 1.2:1 A sold circular post ARC (se figure) supports
aload
2500 1b acting at the mp. A second load P, is
du
aif bcd round he self a B. The dimer of
ic upper nd lowe pars ofthe post ae d
125m and
dye = 225 in respectively
(® Calcul: the momma stress ,, n he upper part of he post (6) IF kis desired that the lower part of te post have the
dsc
same compressive stress 5 he per par, what should be
the magnitude of the load P;?
Soliton 12:1
Cirutar postin compression
2500
PER ——
(0) Nema suas i oar AB
n
25001 ou
rE
0p —
©) Low Py som suas sreessis
w+,
EEA =
Fam 2000p
an
Soh for;
Seon
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