Use the substitute member to make a complete analysis of the complex truss shown
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Use the substitute member to make a complete analysis of the complex truss shown
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- a roof truss si shown in the fig. and loded as such. if force P=90.72kN, find the force in member BC (in kN). Neglect H1, H2, H3. use a=3m, b=3m.The truss ABC is constructed of three titanium (E Ti =17.4×10 3 ksi) members. A horizontal force of 1.8 kip and an unknown force P are applied to the truss at point B as shown. Member AB has a cross-sectional area of 0.1in 2 , member BC has a cross-sectional area of 0.0025ft 2 , and member AC has a cross-sectional area of 0.2 in2. b) Determine the magnitude of the force P that is required to displace the roller at point C to the right by .03 inches.For the given truss shown, determine the reaction in kN of the hinge support D. 4 KN 6 KN
- Determine the force on the EF and EG elements on the truss shown in the figure and consider P = 35kN. Final answer: EF force = 69.5kN T Force at EG = 250kN CFor the given truss, P = 3000N and Q = 1000N. see Figure3. Determine the reactions at the supportsAll members of the truss have the same length L=4.4 m. Determine the MAGNITUDE (N) of force supported by member CE if P=828 N. Round off only on the final answer expressed in 3 decimal places.
- 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.The members of a truss are pin connected at joint O.Determine the magnitude of F1 and its angle θ forequilibrium. Set F2 = 6 kN.3. The truss shown is subjected to vertical loads as shown A. Determine the vertical reactions at supports in KN. B Calculate the axial force at member CD C. Calculate the axial force at member CH
- In the loaded truss figure shown, F1=16.9kN and F2=17kN. Find the forces carried by the members CF and AB.Use 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 1.4The truss is loaded by two concentrated forces as shown in the figure. Use E = 30 x 106 psi and A = 0.60 in2 for all the members. Determine the deformation sustained by members CG, AF, and FG.