This plate (with mass, m=500kg) is supported by 3 vertical perpendicular cables attached at the given brown points. (See the 3-dim. figure). Calculate the 3 14 tension forces: F;=. 3

show solutions pls thank you very much :D

Two weights, A and C, are fixed to a bar, B. Their masses are: A = 60 kg, B = 230 kg,C = 45 kg. B is, in turn, connected to a fixed vertical post by a hinge and a support cableD. The geometry of the system is shown at right. Treat weights A and C as point masses a)What is the tension in support cable D? Be sure to include a detailed freebody diagram to accompany your analysis.b) What is the magnitude of the force provided by the hinge?c) What is the moment of inertia of the A + B + C as a rigid system, for rotationabout the hinge? For analysis, break the beam into a short piece to the left of thehinge, and a separate longer piece to the right of the hinge. If the support cable D on should break,d) what is the angular acceleration of the beam and weights at the moment the cable breaks?e) what is the magnitude of the linear acceleration experienced by each of the weights, A and C, at moment the cable breaks?

Problem # 1 A 1ok For the pinned frame in the figure, calculate the pin forces acting at point B, on member BD (magnitude and direction). B dol 4'

The Straw Hat crew on their journey to Laugh Tale Island found a big treasure box (W). Luffy wanted to place the treasure box (W) as shown in the figure. A 100-mm x 300 mm rectangular beam is supported in a horizontal position. At point "A", it is being held by a pin and at "B" by a cable BD inclined 3 vertical to 4 horizontal. Assume all forces are applied to the beam along its central axis. Given that Fcparallel to grain = 10.50 MPa, W = 79 kN and E = 13800 MPa. Neglecting the weight of the beam and cable, determine whether the design is safe. Cable 2.4 m 2.4 m

Q/1: A 10 m long vertical mast has a ball-and socket joint at A, and it is supported by two (2) cables, BD and BC as shown in Figure 1. A force 4 kN is applied at G. Draw the free body diagram (FBD) for the rigid body and determine: (a) The tensions in cables BD and BC (b) The reactions at the ball-and-socket joint at A (c) The projection of T, along the line BE (d) The angle between cable BD and line BE (e) The moment of T, along line CF T2 4 kN 5 m B 5 m T₁ 4m-F 74 m 12m x

Resultant(Using Method of members) and Equilibrium

Need help please Include all units and steps

Problem 4b: If the plate below weighs 500 N, find the tensions in the three cables. 1.5 m 1.6 m 2.5 m k.75 m*-1m- X

In the fig. shown, compute the ff: (11-13) the tension in cable BD 7.5 rt To = (14-15) the components of the support 10 rt At C. Ch Cv = 5 rt 1000 lb 12.5 ft S00 I In the fig. shown, compute the ff: (16-18) the resultant using cosine law (force polygon) 60 R = 35 (19-20) the angle of the R measured CW from the x- axis. 500 lb