Determine all the member forces of the loaded simple truss, shown on the figure, assuming a=2 m, F=2√3 N. 60% F V 6 a 4 3 2a 20
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- How do I determine the force in each of members in the truss shown? The loads are p=20kips and Q=50kipsThe given plane truss structure below is (where truss member BD is a single member and should not be considered as 2 members) A. Statically determinate B. Statically indeterminate with redundant truss members C. Statically indeterminate with deficient truss members D. Can’t be determinedPROBLEM 2: The roof truss shown is supported on rollers at A and is hinged at B. The wind loads H1, H2, and H3, actperpendicular to the top chord. Analyze the truss based on the stated conditions. Indicate “C” for compression and “T”for tension.Given:S = 3.0 mH = 1.5 m Required: 1. Force in member DE (kN) due to the load, P = 105 kN.Wind loads = 0 (Answer: 157.500 (T)) 2. Force in member DE (kN). (Answer: 25.931 (T))Given: H1 = 16 kN; H2 = 27 kN; H3 = 11 kN; P = 0 3. Force in member DE (kN). (Answer: 183.431 (T))Given: H1 = 16 kN; H2 = 27 kN; H3 = 11 kN; P = 105 kN
- Determine the force in members DC, HI, and JI of the truss. State if the members are in tension or compression. Take that P1 = 1070lb and P2 = 1710lb . Suggestion: Use the sections shown. (Give neat and clean answer I will give like else dislike)Load P = 1.75 kN acts on the skewed truss as shown in Fig. below. Assuming all the joints are pinned, determine the force in the members AB, BC, BE, BF, and EF.is this truss statically deteriminant or indeterminant
- Conserving all the loads & average stiffness of the truss members to be replaced by a uniformly distributed load by 0.009%, determine the vertical displacement at C. Use VIRTUAL WORK METHOD or CASTIGLIANO'S PRINCIPLE. The top chord & web members are to be removed a replaced by an equivalent load as mentioned.using the method of sections , analyse the truss shown in figure 8 below reguarding forces in menbers ED , DF AND FC .a b 5.6 ft 7.6 ft Problem Statement:The truss shown is loaded with a force of F=5.6kip at an angle of θ=10∘. Determine the forces carried in members AM, DE, and IJ. (Denote tensile forces with positive values; compressive forces with negative values.)
- The steel framework is used to support the 4-in. reinforced stone concrete slab that carries a uniform live loading of 400 lb/ft2. Sketch the loading that acts along members BE and FED. Set a = 6 ft, b = 18 ft. Hint: See Table 1.2.Members AB and BC can each support a maximum compressive force of 760 lb , and members AD, DC, and BD can support a maximum tensile force of 2000 lb. a = 10 ft. (Figure 1) Determine the greatest load P the truss can support.Determine the forces on the FG and GI bars of the truss shown in the figure. Consider the load P = 36 KN.