For the loaded truss shown in the Figure below, 1. Draw the free body diagram of the truss. 2. Determine the reactions at the external supports A and B. 3. Compute the forces induced in members EC, EF, CF and FB. C 2 m E 2 m B 2 m 4 m 2 m 500 kg
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- Figure b shows a truss structure in static equilibrium that is simply supported at A and C. Calculate the reaction forces RA and RC when subjected to vertical loads of 50 kN, 25 kN and 15 kN at nodes D, E & C, respectively.Determine the tensions T1 and T2 in the strings required to maintain equilibrium for the suspended object weighs W = 48.7N shown in the figure. Take, α = 29.4° & β = 47.5°. a) The value of θ1 (Degree) = b) The value of θ2 (Degree) = c) The value of θ3 (Degree) = d) The value of Tension, T1 (N) = e) The value of Tension, T2 (N) =The truss shown in the figure below is mounted to a wall via a pin at A and a roller at C. a) Determine the reactions at A and C.b) Using the method of joints, determine the forces in members HI, EI, ED, and DC. State whether it is in tension or compression.c) Using the method of sections, determine the forces in members AI, and IC. State whether it is in tension or compression.
- The structure shown in the figure carries a 5000 kg platform. Considering that the structure has also singular forces at joints C and D:a) Determine the reactions at the supports, b) Also determine the forces in members AB, AC, AD, and BD. State whether each member is in tension or compression. Note 1: Take the gravitational acceleration as 10 m/s2.Note 2: Assume that all connections between members are pin joints.Determine the tensions T1 and T2 in the strings required to maintain equilibrium for the suspended object weighs W = 48.7N shown in the figure. Take, α = 29.4° & β = 47.5°. a) The value of Tension, T1 (N) = b) The value of Tension, T2 (N) =Determine the tensions T1 and T2 in the strings required to maintain equilibrium for the suspended object weighs W = 38.7N shown in the figure. Take, α = 29.8° & β = 50.2°. The value of Tension, T1 (N) = The value of Tension, T2 (N) =
- A bar AE is in equilibrium under the action of the five forces shown in Figure. Determine T, P, and R.The figure above is a truss supporting the deck of a bridge. a) determine the support reactions. b) determine the forces in members FG, GC, CH and CD. c) What is the nature of the forces? d) what is the critical member with regards to tension and why?Analyze the force in members AB and BC of truss as shown above in Figure-2b by appropriate method. Take external forces F1= 60 kN and F2= 30 kN.
- Figure Q1 shows system of truss structure supporting a loads 50 kN, 60 kN and40 kN at joints A, B and D respectively.(a) Illustrate the truss structure using a free body diagram.(b) Determine the reactions at supports E and F.(c) Determine the force in each member of the truss structure.The composite beam shown in the figure is connected by a pin in b.Determine the forces in A, B and C using the equations of equilibrium.Draw the free body diagramFigure Q1 shows a bridge truss structure supported at both ends. Loads are appliedto the bridge truss as shown in the figure. Determine the reactions at the supportand the force in each member of the truss.