Point A to Point B) is fixed at origin Point A and is subjected to a...
Q.6) Three forces Fi = 100 lb, F2 = 90 lb, and F3 = 120 lb, and the moment C= 200 lb.ft are applied to the box below. Find the wrench that is equivalent to the force system and the coordinates of the point of the intersection of the wrench and x-y plane. 6 ft 3 ft 4 ft
Statics Problem Problem #5 In the Diagram below, there are 2 forces acting on the pipe. a) Moment at Point O, (10 pts) b) Moment about the line OA (Section between the origin and 1" pipe joint)(10 pts) c) Moment about the line AO (5 pts) F2 1-10i +25j + 20k) Ib 2 ft 0 1.5 ft 2ft 2 f Problem #6( The Beam in the Figure below is subjected to 3 forces. Determine by any method of choice: a)...
z F .C B Find the moment of the force, \F\ _T2316 shown above Figure with respect to the origin and with respect to point when A6, - 5,6), B(7, 2, 3), and C( -5,3,7) ft. MO (92.82 X i + 1 + k) lb ft k)lb.ft Mc i + 1+ Submit Question
Calculate the moment about a point C caused by the forces acting at the points A&B respectively (engineering)? Can somebody please help me with these 2 problems? Thanks so much!! Calculate the moment about a point CC – 4, 5, 7) ft caused by the forces F1 = – 4i + 4% – 8k lb and F, = – 3i – 7j + 7k lb acting at the points AC – 2, – 4, – 1) ft and B(2, 2,...
Problem 9: The following steel structure is subjected at point A along the y axis, where there is also a spherical (ball) hinge, which constraints translations along x, y, and z at A, and there is a plane hinge at C. This plane hinge is contained in the x-z plane, which means it constraints translations along the x and z-axes. The force of 500 N at F is also contained in the x-z plane, forming 45° with the x-axis. The...
Problem 5 a) Determine the net moment (lb-ft) about point D. b) Determine the equivalent force for the load system, indicate its location with respect to point D. 150 Ib/ft 180 lb/ft T 700b 4 ft 70° 3 ft 6 ft 5 ft 2 ft 4 ft
The flanged member shown below is subjected to an internal axial force of P = 6500 lb, an internal shear force of V = 4500 lb, and an internal bending moment of M = 19200 lb-ft, acting in the directions shown. d M Iw y HI a y Ilk thu The dimensions of the cross section are: bf = 8.0 in. tp = 0.61 in. d = 11.0 in. tw = 0.38 in. The cross-sectional area of the flanged shape...
For the beam shown, draw the reactions at supports A and B in the positive direction, and also draw the shear and bending moment in the positive direction on your FBD. Calculate w lb/ft PID Mb.ft с Lft B a ft bft COLLAPSE IMAGES w = 140 lb/ft P= 200 lb L = 7 ft a = 4 ft b = 4 ft M = 80 lb.ft The vertical reaction at A. (Ay) ID ENTER 3 tries remaining. 1 point(3)...
1. For the simply supported beam subjected to the loading shown, Derive equations for the shear force V and the bending moment M for any location in the beam. (Place the origin at point A.) a. b. Plot the shear-force and bending-moment diagrams for the beam using the derived functions c. Report the maximum bending moment and its location. 42 kips 6 kips/ft 10 ft 20 ft