Identify the zero-force members present when the trusses shown in the following problems are subjected to the load- ings indicater B G F E
Q: Determine the forces in members a) AB, b) AG, c) GF, d) BF, e) BC. PLS USE JOINT METHOD GIVEN:…
A: GIVEN DATA W1= 13 kips W2= 12 kips b°= 39 degree a°= 7 degree L1= 3 ft L2= 8 ft L3= 7 ft
Q: Identify all zero-force members for the following truss. E D G N. H
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Q: Determine the forces in members a) AB, b) AG, c) GF, d) BF, e) BC. PLS USE JOINT METHOD GIVEN:…
A: GIVEN: W1= 13 kips W2= 12 kips b°= 39 degree a°= 7 degree L1= 3 ft L2= 8 ft L3= 7 ft
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Q: Determine the forces in members a) AB, b) AG, c) GF, d) BF, e) BC. PLS USE JOINT METHOD GIVEN:…
A: GIVEN: W1= 13 kips W2= 12 kips b°= 39 degree a°= 7 degree L1= 3 ft L2= 8 ft L3= 7 ft
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- Bar AB of negligible weight is supported by a ball-and-socket joint at B and two cables attached at A. Draw the FBD for the bar, recognizing that it is a two-force body. Determine the number of unknowns.The figure shows the FBD of a portion of the space truss shown in Fig. P5.25. Use this FBD to find the force in member BD.The linkage is made of two homogenous bars of weights shown in the figure. Determine the horizontal force P required to hold the linkage in the position shown.
- The homogeneous plate of weight W is supported by a ball-and-socket joint at D and three wires. Draw the FBD of the plate and count the unknowns.Given the Frictionless Frame as shown below with pin connection atPoint A and Point C.Determine the following if the uniform load is ‘w’:a.) The Internal Reaction at Point A in terms of w.b.) The External Reaction at Point B in terms of w.c.) The Internal Reaction at Point C in terms of w.d.) The External Reaction at Point D in terms of w. NOTE: 3 DECIMAL PLACESdetermine the magnitude of the vertical reaction force at pin D also. only HANDWRITTEN answer needed ( NOT TYPED)
- Static Problem. Indications:The system shown is composed of an ABG bar, supported by a pin at point A and by a collarsmooth at point B (the collar slides on the bar ABG). The collar is pinned to the BDE bar, and theRod BDE is supported by a pin at D and a cable at end E.Based on the above, determine:a) The load P, such that the cable force EF is T.b) The internal loads in a section passing through point G (normal and shear force, and momentflexing).c) Draw bar BDE horizontally and generate the shear force and moment diagramsflexing Indicate the maximum values of shear force and bending moment and their location.?= 22 lb ? = 7 in ? = 6 inFor the Problem-1, determine the critical load if its length is 700 mmFor the Problem-1, determine the critical load if column ends are fixed instead ofpinned
- Determine the force in member AF of the loaded truss in Figure 2 using the method of sections.Calculate the support reactions at pin B and roller A that result from the applied loads shown. You must show a FBD drawn with a straight edge and all unknowns must be labeledand the same labels used in your calculations.Using the method of joints, find all forces on each member and indicate if tension or compression. Draw the free body diagram of each joint you consider.