A steel element with a modulus of elasticity of 29,000 ksi,
square section with
n dimensions of 4
in, 16 in sectional area
two
, moment of inertia of 21.33 in
4
and large
he
two
.
a.
Determine the vertical force (F) required for a shrinkage of 0.02
in.
b.
If a horizontal force of 5 kips is applied at the end, determine
the normal stress per
flexion at point A.
I 2= 28 in
A Steel Element With A Modulus Of Elasticity Of 29 000 Ksi Square Section With N Dimensions Of 4 In 16 In Sectional Ar 1 (31.64 KiB) Viewed 11 times
ܢܐ Skips Yin Yin A बाबा
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