Q#. An aluminium strut 10 ft long has a rectangular cross section 1.5in by 3 in. A bolt through each end secure the strut in such a way that is acts as hinged column about an axis perpendicular to 3 in dimension; and as fixed column about an axis perpendicular to 1.5 in dimension. Determine the safe central load with a factor of safety of 2 and E= 10300000 psi.
Also discuss in detail about the governing column capacity and reasons behind it.
SOLUTION
L = 10 ft
P safe
= ? Fos = 2
Moment of inertia ;
Ix and Iy
Ix = bh³/12 ⇉ 1.5(3)³/12
Ix = 3.37in4
rx = √Ix/A ⇉ √3.37/ 1.5 × 3 ⇉ 0.86´´
rx = 0.86in
Iy = bh³/12 ⇉ 3 (1.5)³ / 12 = 0.843
Iy= 0.843 in4
ry = √Iy/A = √ 0.843 / 1.5× 3 ⇉ 0.483in
ry = 0.483in
when moment is about X-
axis ( E= 10.3×106; and Le =120)
hinsed =
Le=L
P = E Ix π ² / Le ² ⇉ (10.3×106 ) ×3.37× π ² /(120)2
P= 23790.5 lbs
Psafe = 23790.5/2
= 11895.25 lbs
When moment is about to y-axis
P = E Iy π ² / Le ² ⇉ (10.3×106 ) ×0.843× π ² /(0.5×120)2
P=23780.53 ⇉ psafe= 23780.53/2
psafe=
7934.88lbs is governing value for colum capacity
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