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- Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions and the shear-force diagram are provided. M = 13 kN-m Ay = 3.46 KN Dy Units: KN = 32.54 kN M 4 m 29.5 kN-m 43.3 kN-m 25.8 kN-m O 22.9 kN-m 31.48 kN-m B Ay 4 m 15 kN C Ay 4 m Ay-15 7 kN/m D 3 m 21 Ay-15 E XDetermine the bending moment M in the beam at the point located 2.25 m to the left of point C. The ground reactions and shear-force diagram are shown. y 65.60 KN 65.60 0 40.0 KN 3m B 65.60 25,60 O 135.8 kN-m O 105.7 kN-m O 156.6 kN-m O 79.6 kN-m O 113.7 kN-m 7.0 kN/m 12 m @x=6.66 m 58.40 KN -58.40Use the graphical method to construct the bending-moment diagram and identify the magnitude of the largest moment (consider both positive and negative). The ground reactions are provided. MB = 143 kN-m Mc = 51 kN-m Ay = 16.17 kN (down) Dy = 16.17 kN (up) 1997 4 m 5 m O 80.9 kN-m O 74.1 kN-m O 94.5 kN-m O 50.4 kN-m O 60.6 kN-m 3 m D X
- The cross sectional dimensions of a beam are shown. If the flange thickness, h, is 11.7 mm, determine the second moment of area of the cross section. Note: Give your answer in mm4 Note: Do NOT include units in your answer. 10HH 150MM Answer: 120 hmmDetermine the bending moment M in the beam at the point located 1.32 m to the left of point C. The ground reactions and shear-force diagram are shown. 2.0 kN/m 5.0 kN/m 3m 5m 4.70 kN 14.30 kN 10.70 6.00 OxS.14 -14.30 O 13.34 kN-m O 18.53 kN-m O 9.14 kN-m O 14.52 kN-m O 12.14 kN-mQ3 hinge O. 30 15 10 50 Ib 30
- Determine the moment reaction at point A in the clockwise direction in N.m? Set P =411 N, Y =197 mm, & X= 420 mm. Note: the figure is not to scale and your answer should contain only numbers, not units. 60 30A symmetrical Inverted T section has the following specifications : Width of the web (W) = 100 mm,Height of the section (H) = 150 mm, Thickness of web and leg (T) = 30 mm. Determine the moment of inertia of the section with respect to the base. T= 30 mm ТОР LEG H=150mm WEB T=30 mm BASE -W = 100 mm20/1point A bent rod is subjected to the loading shown. Determine the magnitude of the resultant bending moment about y-axis, My, on the cross section at A [lb-in]. Fx=418 lb • Fz=298 lb . a = 10 in • b= 10 in 8 in. B C
- Determine the moment o f the bre System shown in and "A" Fig with respect to points o 300 lo0The cantilever beam is supported by a fixed support at A, and subjected to the force F = 550 lb and the couple M = 2870 ft-lb. Draw the shear force and bending moment diagrams (in your homework documentation) and determine the equations for V(x) and M(x). Take x = 0 at point A. c 03O 2013 Michael Swanbom F CC BY NC SA M A • B a Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 6.2 ft 4.34 ft Support Reactions The force reaction at A is lb (take up as positive). The couple moment reaction at A is lb (take counterclockwise as positive). Shear Force and Bending Moment Equations In section AB: V(x)= lb and 'M(x)= ft-lb. In section BC: V(x)= lb and 'M(x)= ft-lb.Determine the magnitude of the bending moment at section b-b that lies 0.1 m from A, located 0.1 m along crank arm OA, if m=5 kg Determine the magnitude of the bending moment at section b-b that lies 0.1 m from A, located 0.1 m along crank arm OA, if m =5 kg. 12044 m. 35 OA = 0.3 m O 4.79 N-m O 2.93 N-m O 218 N-m O 4.04 N-m O 3.26 N-m