The figure shows a rectangular member OB, made from 1⁄4-in-thick aluminum plate, pinned to the ground at one end and supported by a 1/3-in-diameter round steel rod with hooks formed on the ends. A load of 80 lbf is applied as shown. Use Castigliano’s Theorem to determine the vertical deflection at point C, midway between points A and B. Aluminum: E = 10 Mpsi, Steel: E = 30 Mpsi.
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Solution:
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The figure shows a rectangular member OB,made from 1/4-in thick aluminium plate pinned to the ground at one end and supported by a 1/3-in-diameter round steel rod with hooks formed on the ends.
The figure shows a rectangular member OB, made from 1⁄4-in-thick aluminum plate, pinned to the gr...
The figure shows a rectangular member OB, made from ¼-in-thick aluminum plate, pinned to the ground at one end and supported by a 1/3-in-diameter round steel rod with hooks formed on the ends. A load of 80 lbf is applied as shown. Use Castigliano's Theorem to determine the vertical deflection at point C, midway between points A and B. Aluminum: E 10 Mpsi, Steel: E 30 Mpsi. L-in dia. lbf 12 in L-in thick 2 in -A 6 in 12...
Problem 3. An aluminum beam is shown in the figure with a rectangular cross section. The beam is pinned to the ground at one end and supported by a round steel rod with hooks formed on the ends. Use Castigliano's method to find deflection at point B. T 100 lbf 7-in dia. 12 in 2 in 1-in thick B . 04_P0-—. 7 in 12 in — 6 in
-in dia.. 95 lbf 16 in 2 in -in thick -A 5 in 18 in The figure shows a rectangular member o B, made from 4-in-thick aluminum plate, pinned to the ground at one end and supported by a-in-diameter round steel rod with hooks formed on the ends. A load of 95 lbf is applied as shown. Use superposition to
Need help, can you show all steps! Much appreciated! 80 lbf -in dia 13 in -in thick 2 in 24 in 32 in 8 in The figure shows a rectangular member OB, made from -in-thick aluminum plate, pinned to the ground at one end and supported by in-diameter round steel rod with hooks formed on the ends. A load of 80 Ibi is applied as shown. Use superposition to determine the vertical deflection at pointB 0.031219 in