The figure shows a rectangular member OB, made from ¼-in-thick aluminum plate, pinned to the grou...
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. v The figure shows a rectangular member OB, made from ¼-in-thick...
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
1. For the state of stress depicted in Fig. 1, calculate the principle stresses and 02 and associated principle directions Opı and Op2, and compute the von Mises stress OVM. Assume plane-stress conditions. 30 kpsi HII → 20 kpsi 1.......> 18 kpsi Fig. 1 2. For the beam depicted in Fig. 2, determine the deflection and slope of the beam at end C (y and dy/dx[.), as well as the deflection at x =12 in. The beam is made of...
Question 1 The stepped flat bar has a constant thickness of 8.0 mm. It carries three concentrated loads as shown. Let P 200 N, L 180 mm, L, = 80 mm, and Ls 40 mm. Compute the maximum stress due to bending and state where it occurs. Note: The bar is braced against lateral bending and twisting. 100 mm 140 mm 1CX) mm 140 mm 2P Flat plate r3 mm t8 mm typical 12 m 24 mm-36 mm 48 mm...