*17-52. The tube is made of copper and has an outer diam- eter of 35 mm and a wall thickness of 7 mm. Determine the eccentric load P that it can support without failure.The tube is pin supported at its ends. Eeu = 120 GPa, oy = 750 MPa. 2 m- 14 mm
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- The tube is made of copper and has an outer diameter of 35 mm and a wall thickness of 7 mm. Determine the eccentric load P that it can support without failure.The tube is pin supported at its ends. Ecu = 120 GPa, sY = 750 MPa.5. This bar is made of AISI 1006 cold-drawn steel (Sy = 280 MPa) and is loaded by the forces F = 0.45 kN, P = 6.0 kN, and T = 30 N-m. Determine the maximum length L of the bar that can be used without exceeding a static factor of safety of 2 for the entire bar (Based on the maximum shear stress theory). You need to find the most critical position. 100 mm 15-mm D.The rigid pipe is supported by a pin at A and an A-36 guy wire BD. The wire has a diameter of 0.27 in. Determine the load P if the end C is displaced 0.075 in. downward.
- What is the maximum force P that can be applied to the handle so that the steel control rod AB does not buckle? The rod has a diameter of 0.25 m. It is pin connected at its ends. E =76 MPa. Select 3m 2m one: 10.65 A kN O 8.49 kN 5 m 5.05 kN O 3.84 kN O 14.03 kNA-36 steel column has a length of 5 ft, is fixed at its bottom and pinned at its top. If the cross sectional area has the dimensions shown in Figure below, determine the critical load. Take E=29x10 3 ksi and oy-36 ksi 0.5 in. 0.5 in. 0.5 in. 1.5 in. 1.5 in. 1.5 in. 0.5 in.Q1 (DÖÇ-1) In the given structure, the link BD has rectangular cross section of 18 mm × 8 mm, the diameter of the pin at C is 6 mm and the diameter of the pins at B and D is 10 mm. If the failure shear stress for the pins is 160 MPa and the failure normal stress for the link BD is 420 MPa determine the largest load P that can be applied. 35 min. D. -18 mm Note: Factor of Safety : 3.0 The pins at B and D are subjected to single shear and the pin at C is subjected to double shear 160 mm 120 mm
- F8-13. A 100 mm long rod has a diameter of 15 mm. If an axial tensile load of 10 kN is applied to it, determine the change in its diameter. E - 70 GPa, v - 0.35.ll ? The rod BD is made of material with G1= 135 GPa has a diameter 16 mm is bonded to the tube CA at point B, the tube made of material with G2=230o GPa has an outer diameter 37 mm and wall thickness of 7 mm. li T1=803 N.m and T2=1445 N.m, answer the following questions: B T2 Nm 04 m 0.1 m 0.3 m TI N-m The polar moment of inertia of the rod BD is Your answer The polar moment of inertia of the tube CA isV-links "Im crank arm раper rolling machine forks rod off-loading station air cylinder fork lift truck Determine the critical load on the air-cylinder rod if the crank arm that it rotates is 0.3 m long and in the position with the largest compression of the rod its length equals 0.5 m. The 40-mm-dia rod is solid steelwith a yield strength of 400 MPa. Assume the rod is a fixed-pinned column. Use a theoretical value for the effective length factor. Express your answer to three significant figures and include the appropriate units. HA Per = 1026 kN
- Calculate the safety of the cylinder pivot pin in relation to the yield. The tensile yield strength of the pin material is ReL=600MPa. The dimensions of the structure are: x1 = 10 mm x2 = 120 mm y1 = 110 mmy2 = 798 mm Piston rod = φ32mm Cylinder pivot pin = φ25mm Pliers pivot pin = φ30mm The clamping force of the pliers is 6000N Answer to one decimal place !!Two metal bars are fastened together at the bolted flange connection shown. There are 4 total bolts connecting the two metal bars together and each bolt has diameter = 50° with dbolt 12.7 mm. The flange is oriented at angle respect to longitudinal axis of the metal bars. If an axial force F = 40 kN is applied as shown, determine the overall safety factor of the bolted connection. You may assume the bolts are made out of 1020HR steel and the strength of the bolt in shear is 50% of the tensile strength of the bolt material. = F SFO overall = Ө number (rtol=0.01, atol=1e-05) F ?A -0.5 m- 400 KN B -0.5 m C 0.4 m D E F Figure 2 (not to scale) The assembly shown in Figure 2 consists of two posts AD and CF made of A-36 steel and having a cross-sectional area of 1000 mm², and a 2014-T6 aluminium post BE having a cross-sectional area of 1500 mm². There is a small gap of 0.1 mm between the post BE and the rigid cap ABC. If a central load of 400 KN is applied to the rigid cap ABC, determine the normal stress in each post.