For the force system shown in Figure 4: a) Replace the forces and moment acting on the frame by an equivalent resultant force at point A. b) Specify where the resultant's line of action intersects member AB, measured from A (see Figure 4). 0.5 kN 1.5 kN 10.75 kN.m 30° -3 m A B 2m 4 m 2.0 kN/m d=? (for part b)
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- Draw the Shear force diagram & Bending moment diagram for the cantilever beam as shown in figure, mark the salient points in the diagram. Neglect the self-weight of the beam, where F1 =30 N, F2=60N, F3 =60 N, F4 =80N, a =3 m, b=1 m, c=5 m, d=4 m The reaction at the fixed support "A" (unit in N)=_____________ Answer for part 1 (ii) Shear force at the point "A" (Unit in N) = ________ Answer for part 2 (iii) Shear force at the point "B" (Unit in N) = ________ Answer for part 3 (iv) Shear force at the point "C" (Unit in N) = ________ Answer for part 4 (v) Shear force at the point "D" (Unit in N) = ________ Answer for part 5 (vi) Shear force at the point "E" (Unit in N) = ________ Answer for part 6 (vii) Bending moment at the point "E"(unit in Nm) = ________________ Answer for part 7 (viii) Bending moment at the point "D"(unit in Nm) = ________________ Answer for part 8 (ix) Bending moment at the point "C"(unit in Nm) = ________________ Answer for part 9 (x) Bending moment…A force F1= 2i – 6k {kN) is applied at the position 3j + 5k {m}, meanwhile another force F2 = - i + 4j + 7k {kN) is applied at the position 8k {m}, on a structure. Evaluate the resultant moment by vector calculationFind the values of P and F so that the four forces shown in the figure will produce an upward resultant of 300lbs acting 4ft from the left end of the bar?
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- Find the magnitude and location of the resultant force on the cylindrical arc shown in Fig. (10) in each of the following two case: a. Pg=120.11 KPa (abs) b. Pg=90.68 KPa (abs) The arc is 25m long (normal to the paper)Replace the distributed loading shown in the figure with a single resultant force and deteermine its location measured from point AA traffic signal is shown in the figure below. There are two traffic lights A and B, attached to a 5m long overhang at a height of 6m from ground. The weight of each light is given to be 100N. Due to heavy winds there is a net force of 20N on each light acting along the z direction. Approximate the curved overhang by a straight line and determine the moment acting at the ground support G due to these forces.
- The width of the AB planar cover in Figure 2 is 10 m. The cover is sunken. It is articulated at point B. At point A, the wall is smooth. Find the resultant force and find the action centers of the forces Fx and Fy. γsu = 9.79 KN / m3 su= water duvar=wall kapak=cover dimension of AB = 10 unitsDetermine the normal force, shear force and moment at point E and F. Tabulate the final anwer in rounding upto 3 significant figures E F Normal Force (lb) Shear Force (lb) Moment (lb ft) Weight of Crate = 200 lbResolve the forces shown in the Figure below to two components Fx and Fy