is fixed at the bottom (point A) and fixed at the top (p between A and C, the column is braced in the y-direction
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- An aluminum tube AB with a circular cross section has a sliding support at the base and is pinned at the top to a horizontal beam supporting a load Q = 200 kN (sec figure). Determine the required thickness t of the tube if its outside diameter d is 200 mm and the desired factor of safety with respect to Eu 1er buckling is n = 3.0. (Assume E = 72 GPa.)A metal bar is made out of A-36 steel and has a diameter d 20mm with the end at A fixed to the wall. There is are balanced axial loads at B of P₁ = 50 kN and a point load at C of P2 = 40 kN. The distance from A to B is L₁ = 600 mm and the distance from B to C is L2 400 mm. Calculate the displacement of point C relative to point A. The modulus of elasticity for steel is E = 200 GPa A d B The displacement at C is 8 = P₁ 1 Р1 с BY NO SA 2021 Cathy Zupke mm P27 ft 5 ft The assembly shown above includes column AB, which has the following properties: Pinned (top and bottom) for buckling about x-axis Free at top and fixed at bottom for buckling about y-axis Circular cross-section with 8-inch diameter E = 10000 ksi Which of the following is closest to the critical buckling force of column AB? O Per = 269 kip O Per = 1080 kip O Per = 538 kip O Per = 135 kip
- 4) A steel column is braced at the midpoint, C, as shown below. The brace only acts in the x-y plane. The column dimensions are L=15 in, a=0.25 in, and b=1 in. The material properties are Sy=36ksi, and E=30 x 106 psi. What is the critical force, P, for a factor of safety of SF=3? B L/2 14: L/2 yIn the given figure, support A is a roller and support B is a pin support. If P=15 kips, calculate the 1) vertical reaction at A, 2) vertical reaction at B, 3) horizontal reaction at B P 6 kips 6 kips В 6 ft – 3 ft 2 ft ' 2 ft2. In the following truss structure, the angles of A and B are 6A = 120° and 0,= 30°, respectively. Determine the diameter size of the rods AB, BC and CD if oy = 2400 MPa and the safety factor SF = 2. Assume the rods are solid cyllinders. 50 kN 100 KN 2 m B
- AB, BC, BD ropes made of material with elasticity value in Table 2 are in balance as shown in the figure. Motor as shown It creates a load of 40000 N on the EU rope. According to the data in Table 1: a-) Calculate FBC, FBD, σBC, σBD and σAB values.b-) Calculate δBC, δBD and δAB values.* δ = Displacement = Elongation in rope* σ = Stress on ropeBracket BCD is supported by a hinge at C and a cable at B, as shown below. Given the forces P=288 N and O-214 N, determine the tension in cable AB and the reactions at C 0.18m AT 0 = Positive? Number TAB Assume a right and upward positive sign convention, and a tolerance of 1 N TAB Number Units (magnitude only) (magnitude only) True False Cy= Positive? Number True False Units B Units 0.4m (magnitude only) 0.4mThe assembly shown in Figure 5 consists of two sections of galvanized steel pipe connected using a reducing coupling at B. The smaller pipe AB has an inner diameter of d 16 mm and an outer diameter of do 18 mm, whereas the larger pipe BC has an inner diameter of d = 21 mm and an outer diameter of dae #24 mm. Take LAB= Lec 250 mm and G = 25 GPa. If the pipe is tightly secured to the wall at C. determine the angle of twist at point A A LAB 75 N 150 mm- 200 mm Lac 75 N 022
- An aluminum tube of length 0.01R (m) is used as column (fixed at both ends) carrying an axial load of 1.333R (N). If the outer diameter of the tube is 0.06R (mm),compute the inner diameter that would provide a factor of safety of 2 against buckling. Use E = 70 GPa for aluminum. Note R=993Q 2: The homogeneous wire ADOBC is bent into a semicircular arc and two straight section as shown. It is attached to a ball and socket at O and also to the cable AE. Dimensions are BC=20mm, BO=40mm,OE=90mm, R=60mm. Load conditions are; F=20 N single load direction E to D point , V=10 N force couple at B and C point , q N/mm distributed load on OB , homogeneous wire weight is neglected. Determine a) The reaction force at O point is a ball and socket b) The tension in cable AE. c) q (N/mm) distributed load value. E D 40 mm 60 my 20 mmLink 3 shown acts as a brace to support the 270-lb load. For buckling in the plane of the figure, the link may be regarded as pinned at both ends; for out of plane buckling both ends are fixed. If the link is to be made of CD 1020 steel and is 1-in wide, and considering only out-of-plane buckling, determine a suitable standard thickness using a design factor of 3. F= 270 lbf 3 ft 60 SOLUTION: