12.30m F=5.3 KN 7.2 m 9.6 m B x
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Q: part b and c , (end-effector point A)
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A tension force F of magnitude 5.3 kN is applied to thencable attached to the top of the rigid mast and secured to the ground.
Compute the component of F along the z-axis (kN).
Answer: B. 2.22
Calculate the angle made by F from the positive x-axis (degrees) (Answer: 56)and positive z-axis (degrees). (Answer: 65)
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- The second moment of area of a rectangle is given by the formula I =bh^3/12where b is the breadth and h is the height.Determine the approximate percentage error, if b is measured 3% too largeand the height h is measured 1.7% too small.(Use the Binomial Expansion Method)5 m B 4m A F = 400 N 4 m 6m1) A cylindrical pressure vessel is fabricated from steel plating that has a thickness of 20 mm. The diameter of the pressure vessel is 450 mm, and it's length is 2.0 m. Determine the maximum internal pressure that can be applied if the longitudinal stress is limited to 140 MPa and the circumferential stress is limited to 60 MPa 2) A compound thin cylinder has a common diameter of 100 mm, and the inner cylinder has a thickness of 2,5 mm. The radial pressure between the two cylinders is 200 KPa and the difference between the two common diameters before shrinkage was 0,004305 mm. E=200 GPa Determine : A) Thickness of the outer cylinder B) Resultant hoop stresses in both cylinders if the compound cylinder is subjected to an internal pressure of 180 KPa
- 12:51 M 9 Vo) LTE1. 96% WINSEM2020-21_M..._CAL_Assignments - Saved 94 State of stress at a point in a material is as shown in the Fig. Determine (i) principal stresses (ii) maximum shear stress (iii) plane of maximum shear stress and (iv) the resultant stress on the plane of maximum shear stress. 100 N/mm? 75 N/mm2 50 N/mm? Dr. AKA II ...S = 70A steel pipe has an inside diameter of d = 250 mm and an outside diameter of D = 268 mm. The length of the pipe is L = 6.0 m. The changes in dimension caused by an increase in temperature of 80°C for the: Outside diameter - Blank 1 mm Inside diameter - Blank 2 mm Lenght - Blank 3 mm Note: All answer must be round off up to 3 decimal places.
- 9.2 (A). Determine the change in volume of a thin cylinder of original volume 65.5 x 10-'m' and length 1.3 m if its wall thickness is 6 mm and the internal pressure 14 bar (1.4 MN/m?). For the cylinder material E- 210GN/m2; v= 0.3. [17.5 x 10-m')Q 5 A vertical axis circular cylindrical water storage tank of cross-sectional area A is filled to a depth of 15 m. The tank is 4 m in radius and is made of steel having a yield point of 240 MPa. If a safety factor of 2 is applied,determine the required tank wall thickness.. [Use ywater = 9800 N/m³] %3DThe beam is supported by rods AB and CD that have different cross-sectional areas. The area of rod AB is AAB = 10 mm² .The area of rod CD is Acp = 8.25 mm². B F₁ Values for the figure are given in the following table. Note the figure may not be to scale. Variable Value F₁ d₁ d₂ NAB= 5050 N 3.25 mm 0.5 mm a. Determine the magnitude of the normal internal force in rod CD, NCD. b. Determine the magnitude of the normal internal force in rod AB, NAB. c. Determine the normal stress in rod CD, OCD. d. Determine the normal stress in rod AB, O AB. Round your final answers to 3 significant digits/figures. NCD = N N