Please solve this by using the formulas of curved beams.
Ans) To determine load, first calculate the distance of centroid from outer edge of web,
= A1y1 + A2y2 / (A1 + A2)
= (6 x 1 x 3) + (4 x 1 x 6.5) / ( 6 + 4)
= 4.40 in
2
(from left end) = 7 - 4.40 = 2.60 in
Diameter of ring = 15.6 in (given)
Radius of ring = 15.6 / 2 = 7.8 in
Radius upto inner surface (R1) = 7.8 - 2.60 = 5.2 in
Radius upto outer edge of flange (R2) = 5.2 + 1 = 6.2 in
Radius upto outer edge of web (R3) = R1 + 7 = 5.2 + 7 = 12.2 in
Width of flange (B) = 4 in (from figure)
Width of web (b) = 1 in (from figure)
Using equation of curves,
h2/R2 = R/A [B ln (R2/R1) + b ln (R3/R2)] - 1
Putting values,
= 7.8/10 [ 4 ln (6.2/5.2) + ln(12.2/6.2)] - 1
=> h2/R2 = 0.076
=> R2/h2 = 13.14
Maximum stress = (M / AR) [ y2 (R2/h2) / (R - y2) - 1]
=> 18 = M / 78 [ 2.6 (13.14)/(7.8 - 2.6) - 1]
=> 18 = (M / 78) x 5.57
=> M = 252 .1 k-in
Also, M = P x (R3 -1)
=> P = M/R = 252.1/11.2
= 22.5 kip
Please solve this by using the formulas of curved beams. 145. The cross section of a...
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