The assembly consists of three titanium (Ti-6A1- 4V) rods and a rigid bar AC. The cross-section area of each rod is given in the figure. If a force of 60 kip is applied o the ring F, determine the horizontal displacement of point F. Hint: Refer to the textbook appendix for material properties. AEF 2 in² 1 ft = 60 kip F-2 ft- 2 ft A C 6 ft B AAB = 1 in² E ACD = 1.5 in² 6 ft D
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- plz help before -ront The shaft is supported at its ends by two bearings A and B and is subjected to the forces applied to the pulleys fixed to the shaft. (Figure 1) The T₁ 410-N forces act in the - direction and the 200-N and 80-N forces act in the +y direction. The journal bearings at A and B exert only y and components of force on the shaft. Figure lashel but sol is 300 mm A 200 mm 2 150 mm 150 mm ✓ 200 mm 400 mm B. 200 N 200 N 80 N 80 N 1 of 1 ▾ Part B Determine the resultant shear force in the y direction on the cross section at C Express your answer to three significant figures and include appropriate units. (Vc)y=245.714 Submit Part C Submit * Incorrect; Try Again; 3 attempts remaining Check your signs. (Vc),= 175 ▾ Part D Determine the resultant shear force in the direction on the cross section at C. Express your answer to three significant figures and include appropriate unite. T= 10 ▾ Part E Previous Answere (Mc) Submit M ^ Part Fi * Incorrect; Try Again; 5 attempts remaining…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. -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)3-4 Sketch a free-body diagram of each element in the figure. Compute the magnitude and direction of each force using an algebraic or vector method, as specified. F=400 N. 30° B 60° 2 1.9 m 0 9 m C D 60° E x
- PravinbhaiShow the zero force members on the figure (label them on the figure and list them on the side). (Note: you don't have to solve the entire structure) D E 60 kips В F A M L K J G Н 180 kips 120 kipsThe shaft is supported at its ends by two bearings AA and BB and is subjected to the forces applied to the pulleys fixed to the shaft. (Figure 1) The T1=T1= 585-NN forces act in the -zz direction and the 200-NN and 80-NN forces act in the +yy direction. The journal bearings at AA and BB exert only yy and zz components of force on the shaft. Part A Determine the resultant normal force on the cross section at CC. Express your answer to three significant figures and include appropriate units. NC= values ? NC= units? Determine the resultant shear force in the yy direction on the cross section at CC . Express your answer to three significant figures and include appropriate units. (VC)y Values ? (VC)y units ?
- Please no hand writing solutionPlease help me solve these questions for part a and part B they’re both linked use image below Circle final answer for both of them Problem 2. The assembly consists of three titanium (Ti- 6A1-4V) rods and a rigid bar AC. The cross-sectional area of each rod is given in the figure. If a force of 6 kip is applied to the ring F, determine the horizontal displacement of point F, and determine the angle of tilt of rigid bar AC. B D 4 ft ACD = 1 in² AAB 6 ft 1.5 in² E 2 ft 1 ft 1 ft AEF = 2 in² 6 kip
- ENTER YOUR ANSWER THE WAY I SPECIFY HERE IN ADDITION TO DOING IT ON SCRATCH PAPER 400 N 800 N B D A E C 2 m Use the method of sections to calculate the axial force in members AC and BC. Enter your answer in the following way rounded to the nearest whole number. Example If your answer is TAC 2 N tension TBC =3.1 N compression. enter 2Tension;3Compression Enter TAC then TBC (no space)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)Determine the forces in all bars of the truss shown in the given figure. Indicate tension or compression. Given: X = 21 kN. 12 kN B The force in bar AB(FAB) is The force in bar AG(FAG) is The force in bar BG(FBG) is The force in bar BC(FBC is The force in bar GCFGO is The force in bar GFFGF) is The force in bar ED(FED) is [ The force in bar ERFEA is The force in bar DF(FDA) is The force in bar CD(FCD) is The force in bar FC(FFC) is X KN 3 @4m 12 kN KN. (Click to select) KN. (Click to select) KN. (Click to select) KN. (Click to select) kN. (Click to select) ✓ KN. (Click to select) KN. (Click to select) ✓ KN. (Click to select) KN. (Click to select) ✓ KN. (Click to select) KN. (Click to select) ✓ T 2 m 2 m