Determine the x,y, z components of reaction at B and the tension in member ED... If the pin at G will fail when the resultant force there is Fmax, determine the largest vertical force P
Trang 1The three-member frame is connected at its ends using ball-and-socket joints Determine the x,
y, z components of reaction at B and the tension in member ED The force acting at D is F
Given:
F
135 200 180
Trang 2d = 6 ft g = 2 ft
c = g + f
Solution:
AC and DE are two-force members.
Define some vectors
− 0
− 0
− 0
− 3.039 × 10 − 12
Trang 3The four-member "A" frame is supported at A and E by smooth collars and at G by a pin All
the other joints are ball-and-sockets If the pin at G will fail when the resultant force there is
Fmax, determine the largest vertical force P that can be supported by the frame Also, what
are the x, y, z force components which member BD exerts on members EDC and ABC? The
collars at A and E and the pon at G only exert force components on the frame
Trang 4g pp y
D and a pole that fits in a smooth snug circular hole at E Determine the x, y, z components of
reaction at E and the tension in cable AB.
d b
c + d b
Trang 5The structure is subjected to the loadings shown.Member AB is supported by a ball-and-socket
at A and smooth collar at B Member CD is supported by a pin at C Determine the x, y, z
components of reaction at A and C.
Trang 6MBx MBy
Trang 7− 0 47.3 61.9
− 125
Trang 8⎜⎝ ⎞⎟ ⎟⎠
350 1531
The mechanism consists of identical meshed gears A and B and arms which are fixed to the
gears The spring attached to the ends of the arms has an unstretched length δ and a stiffness
k If a torque M is applied to gear A, determine the angle θ through which each arm rotates.
The gears are each pinned to fixed supports at their centers.
Trang 11FDF FCF sin + ( ) θ − F2 = 0
FDE
− cos ( ) θ − FEF = 0
Trang 12− 13.13
− 9.37
− 3.13
− 12.50 15.62
− 9.37
The spring has an unstretched length δ Determine the angle θ for equilibrium if the uniform
links each have a mass mlink.
Trang 13The spring has an unstretched length δ Determine the mass mlink of each uniform link if the
angle for equilibrium is θ
Given:
δ = 0.3 m
Trang 17Determine the force in each member of the truss and
indicate whether the members are in tension or
Trang 18Determine the force in each
member of the truss and state if
the members are in tension or
Trang 20− 333 0 667 667 471 943
− 667
Determine the force in members AB, AD, and AC of the space truss and state if the members are
in tension or compression The force F is vertical.
− 0
Trang 21Given FAB AB AB + FAC AC AC + FAD AD AD
0 0
− 2.474
Trang 22Problem 7-1
The column is fixed to the floor and is subjected to the loads shown Determine the internal normal
force, shear force, and moment at points A and B.
Free body Diagram: The support reaction need not be computed in this case.
Internal Forces: Applying equations of equillibrium to the top segment sectioned through
Trang 23The shaft is supported by smooth bearings at A and B and subjected to the torques shown.
Determine the internal torque at points C, D, and E.
Given:
M 1 = 400 N m ⋅
M 2 = 150 N m ⋅
Trang 25The shaft is supported by a journal bearing at A and a thrust bearing at B Determine the normal
force, shear force, and moment at a section passing through (a) point C, which is just to the
right of the bearing at A, and (b) point D, which is just to the left of the force F2.
Trang 28Determine the normal force, shear force, and moment at a section passing through point
C Assume the support at A can be approximated by a pin and B as a roller.
Trang 29The beam AB will fail if the maximum internal moment at D reaches Mmax or the normal force in
member BC becomes Pmax Determine the largest load w it can support.
Trang 30⎝ ⎞⎟ ⎠ a
Trang 32Problem 7-12
The boom DF of the jib crane and the
column DE have a uniform weight density
γ If the hoist and load have weight W,
determine the normal force, shear force,
and moment in the crane at sections
passing through points A, B, and C Treat
the boom tip, beyond the hoist, as
Trang 34Determine the normal force, shear force, and moment at a section passing through point D of
the two-member frame.
Trang 38Determine the normal force, shear force, and moment acting at a section passing through point C.
Units Used: kip = 103lb
Trang 39− ( a + b ) − F 2 ( a + b + c ) cos ( ) θ − F 3 cos ( ) θ ( a + b + c + d + e ) cos ( ) θ
F 3 sin ( ) θ f sin ( ) θ + B y2 ( a + b + c ) cos ( ) θ +
Determine the normal force, shear force, and moment acting at a section passing through point D.
Units Used: kip = 103lb
Trang 40V D sin ( ) θ − N D cos ( ) θ − F 3 sin ( ) θ = 0
B y + V D cos ( ) θ + N D sin ( ) θ − F 3 cos ( ) θ = 0
− ( a + b ) − F 2 ( a + b + c ) cos ( ) θ − F 3 cos ( ) θ ( a + b + c + d + e ) cos ( ) θ
F 3 sin ( ) θ f sin ( ) θ + B y2 ( a + b + c ) cos ( ) θ