Need help, can you show all steps! Much appreciated!
Need help, can you show all steps! Much appreciated! 80 lbf -in dia 13 in -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
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...
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
Please show all work and steps. Any help will be appreciated and thank you for your time! Pinned End UIL Fixed End 18 ft Brace|| Brace 18 ft 54 ft Bracell Brace 18 ft Fixed End Pinned End I Weak-axis buckling Cross-section Strong-axis buckling 0.5 inch I 5 inches 0.5 inch 0.5 inch 5 inches A steel column (E = 29,000 ksi) has the cross-section indicated and is supported and braced as shown. Complete the following: 1. Calculate the strong-axis...
Properties for all problems Sut = 80 ksi, 5= 60 ksi, Sf = 40 ksi, q=0.85 (notch sensitivity), steel E = 30e6 psi Remember we use Modified-Goodman for all calculations Problem 1 A 1-inch diameter rod that is 8 inches long has a bearing at one end and another bearing at 6 inches (treat bearings as simple supports). A vertical load is applied at the end of the overhanging rod and a torque is transmitted through the length of the...