Determine the smallest diameter of the rod that will support the load of P = 3.4 kip without buckling. The ends are pin connected. E = 29(10°) ksi. Express your answer to three significant figures and include the appropriate units.
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- Repeat Problem 11.2-3 assuming that R= 10 kN · m/rad and L = 2 m.3-12 5) Use the method of sections to find the true magnitude and direction in bar DB of the truss. Hint( Joint C is in equilibrium) B A 45° 4' 4' D -100 lbs FREE BODY DIAGRAM LOADED SECTION True magnitude and direction of DB by section analysisRN1 = 7921 round off maximum tension to the nearest whole number
- 3- Select an unequal -leg angle tension member 15 feet long to resist a service dead load of 35 kips and a service live load of 70 kips. Use A36 steel. The connection is shown in figure. 3/4 in-diameter boltsS-3) In order to carry the 100 KN force safely on the frame in Figure 3, find the diameters of the B and D pins (B single cut D double cut), the thickness t of the BD bar. (Safety Cat.(S)=2, T = 250 Nmm2 o -350 N/mm2) 40.a mm 300 mm ТАКE a-9,6 60.a mm 50 mm D Yatağı 100 mm C t mm |F=100 kNThe figure below shows two plates connected by two rivets. The plates are made from aluminum 6061-T6 and the rivets are made from aluminum 2014-T4. Evaluate the maximum allowable force on the connection to meet the following design critoria the shoar stross in a rivot cannot excced 1/4 of the ultimate strongth in shoar. 75 mm 38 mm 38 mm 12 mm dia -9 mm The figure below shows two plates connected by two rivets. The plates are made from aluminum 6061-T6 and the rivets are made from aluminum 2014-T4. Evaluate the maximum allowable force on the connection to meet the following design criteria the tensile stress in the plates cannot exceed 1/3 of the yield strength. mm 75 mm 38 mm 38 mm 12 mm dia. The figure below shows two plates connectd by two rivets. The plates are made from aluminum 6061-T6 and the rivets are made from aluminum 2014-14. Evaluate the maximum allowable force on the connection to moet the following design criteria the bearing stress on either the plates or the rivets…
- Problem #1 (Sections) cos 10 kips 30 kips sin == 0.6 3. Calculate the forces in Members 'CD' GD', and 3-0 "GH'. 4-0 4-0 40 40Required information Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. Given: P₁ = 65 kN and P2 = 40 kN. Take Es = 200 GPa and Eb = 105 GPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. -180- Dimensions in mum Steel B 120- P₁ 40-mm diam. 100 100 DI C Brass 30-mm diam. Determine the reactions at A and E. The reaction at A is The reaction at Eis P2 E KN (Click to select) ✓ KN (Click to select)Problem 17 A joint shown has the basic layout shown in the diagram below. (All dimensions on the diagram are in inches.) A single pin of diameter 0.5 inches (A = 0.2 in2) holds together the yoke and bar as shown. The material has an ultimate strength in tension of 80 ksi, and an ultimate strength in shear of 45 ksi. The load P has a value of 10000 lb. By examining the shear stress in the pin, the normal stress in the yoke, and the normal stress in the bar, find the overall factor of safety for the joint. P=10,000 lb YOKE -0.5 PIN BAR P=10,000 lb 1.5- 20 1.5 0.5 0.5
- Required information Two cylindrical rods, one of steel and the other of brass, are joined at C and restrained by rigid supports at A and E. Given: P₁ = 65 kN and P2 = 40 kN. Take Es = 200 GPa and Eb = 105 GPa. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. A -180- Dimensions in mm Steel B. -120- P₁ 40-mm diam. J 100 100 DI E Brass P2 30-mm diam. Determine the deflection of point C. The deflection of point C is um (Click to select) (Click to select)! Required information NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. In the given figure, the bent rod ABEF is supported by bearings at C and D and by wire AH. The portion AB of the rod is 250 mm long, and the load W is 540 N. Assume that the bearing at D does not exert any axial thrust. y A 250 mm 50 mm 30° 300 mm H 50 mm Determine the tension in wire AH. The tension in wire AH is F N. W D (You must provide an answer before moving on to the next part.) 250 mmCalculate the internal force (positive if tensile, negative if compressive) in rod (3). Use a FBD cutting through the rod in the section that includes the free end A.Answer: F3 = Enter your answer in accordance to the question statement kips.