Draw the ILD for the forces in members P, Q, R, S of the truss shown in Fig. 3 m 3 m 3 m 3m 水 水 0₁ 3 m B A S N P R
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- answe 4.4.15.For the truss shown in Fig. P-4-4.15. determine independently the forces in bars BD, CD, CE and EFUse the method of sections to find the magnitude and direction of the force in meme we CD of the loaded truss shown below in fig 1.4438 The center diagonals of the truss in Fig. P-438 can support tension only. Compute the force in each center diagonal and the force in BC DE and FG
- 1.Determine the force in member FG of the Warren truss shown. 2. Determine the force in member FC of the Warren truss shown.Method of jointDetermine the force in members AB, BD, and CD of the truss shown in Fig. :Use sohcahtoa like in the imageMethod of jointDetermine the force in all members of the truss shown in Fig.
- The pins in the truss shown are displaced by u and v in the x and y direction respectively, as given. All rods in the truss have an area of cross-section A= 100 mm2 and a Modulus of Elasticity E= 200 GPa. Determine the external force P4 and P5 in the truss shown.A) Calculation of the reaction force FCD at C (directed along the member CD) B) Calculation of the reaction forces at the smooth journal bearing at B (i.e., Bx =?, & Bz =?) C) Calculation of the support reaction forces at the ball-and-socket joint at A (i.e., Ax =?, Ay =?, & Az =?)The given structure was supported by pin supports at points D and E. Member EF, DFG and BGC are connectedto each other by internal hinges at B and F and a slider at G. (The slider at G allows relative horizontal motionsof members BGC and DFG but constrains the vertical movement of members BGC and DFG. Calculate thesupport reactions due to pin supports and all internal hinge reactions. Show your calculation steps in detailand write your answers in the box below.