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Statics Questions
Knowing that the tension in wire BD is 1600N, determine the reaction at the fixed support C of the frame shown.
Knowing that the tension in wire BD is 1600N, determine the reaction at the fixed support C of the frame shown.
Solve for the support forces and draw the shear force and bending force Q and M
Solve for the member between U10' and L10' for loading Case 5.
The designers of lamp mechanisms, such as that shown in the figure, usually rely on joint friction to aid in maintaining static equilibrium. For the present problem, assume that sufficient friction exists at point C to prevent rotation there, but ignore f
Replace the forces and couple system acting on the T member with an equivalent force couple at A. Express your answers as Cartesian vectors.
Consider the object shown in (Figure 1). Suppose that P = 720 N . Follow the sign convention.Determine the internal normal force at point C.Determine the internal shear force at point C.Determine the internal moment at point C.
The ladder has a uniform weight of 80 lb and rests against the wall at B. If the coefficient of static friction at A and B is μ = 0.41, determine the smallest angle θ at which the ladder will not slip.
For the pair of 20-lb forces applied to the handles of the crimper tool, determine the crimping force in the jaws at G.
Determine the force in member BD and the components of the reaction at C.
Obtain the reactions for the plate.
Use the method of sections to determine the forces in members CD, DE, and EF of the truss shown.
Determine the shear force and bending moment in the beam.
Determine the forces in members AB, AC, and AD. Forces are positive if in tension, negative if in compression.
Equilibrium of rigid bodies
Find the force in member BC, BE, and EF of the truss and state if the members are in Tension or Compression, given : P1 = 80 kN, P2=65 kN, P3=95 kN, L1=4 m, L2=6 m
determine the value of the reaction at the supports including the internal hinge of the frames
determine the value of the reaction at the supports including the hinge of the frames
Reactions of supports in a Truss
Virtual work: magnitude of force P to maintain equilibrium of the linkage
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