statics: lecture7a

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Today: Virtual Work Book: Chapter 11.1-11.3 + hand-out

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Page 1: Statics: Lecture7a

Today:

Virtual Work

Book: Chapter 11.1-11.3 + hand-out

Page 2: Statics: Lecture7a

a) Calculate the reactions in A and B

b) Calculate the normal forces in DD’

and EE’ with the correct signs for

tension and compression.

c) Draw the N, V and M lines for CDSEG A

B

E’

E D

D’

C S

G

Page 3: Statics: Lecture7a

+ +

-

Page 4: Statics: Lecture7a

A few tips…

• When drawing N,V and M lines, clearly denote the jumps

and kinks in the lines. Give the values of ‘special’

points on the curves (maxima, transition points).

Page 5: Statics: Lecture7a

A few tips…

• Use enough paper, work neatly. It will reduce the number

of unnecessary mistakes.

• Before filling in the answering sheet, draw the N,V and M

diagrams on a piece of scrap paper.

Page 6: Statics: Lecture7a

Work of a force (infinitesimal movement)

The work done by a force F acting on a particle with a

differential displacement dr is defined as:

dW d F r

W = [Nm] = kg m2/s2] = [J]

Page 7: Statics: Lecture7a
Page 8: Statics: Lecture7a

Work of a force (infinitesimal movement)

The work done by a force F acting on a particle with a

differential displacement dr is defined as:

cosdW d F r

Page 9: Statics: Lecture7a
Page 10: Statics: Lecture7a

Work of a force (finite movement)

x x y y z zW d F dr F dr F dr F r

Page 11: Statics: Lecture7a

Static equilibrium of a particle

Page 12: Statics: Lecture7a

The principle of virtual work (particle)

A particle is in equilibrium when for any variational

displacement, the virtual work is equal to zero.

0x x y y z zW u F u F u F

Page 13: Statics: Lecture7a

Work of a concentrated moment

Page 14: Statics: Lecture7a

Work of a concentrated moment

A

B

Page 15: Statics: Lecture7a

Small-Angle approximations

Page 16: Statics: Lecture7a

Work of a concentrated moment

A

B

Page 17: Statics: Lecture7a

The principle of virtual work (body in two dimensions)

A particle is in equilibrium when for any variational

displacement and/or rotation, the virtual work is equal to zero.

0i i i ix x y y i iW u F u F M

Page 18: Statics: Lecture7a

Calculate the reaction

forces and moment in A

using the principle of

virtual work. A B

Page 19: Statics: Lecture7a

Calculate the reaction

forces and moment in A.

Vertical reaction

A

B

Page 20: Statics: Lecture7a

Calculate the reaction

forces and moment in A.

Horizontal reaction

A

B

Page 21: Statics: Lecture7a

Calculate the reaction

forces and moment in A.

Moment

A

B

Page 22: Statics: Lecture7a

Calculate the reaction in B

A C

B

Page 23: Statics: Lecture7a

Calculate the reaction in B

Replace hinge B by a reaction

force. A C

B

Page 24: Statics: Lecture7a

Calculate the reaction in B

Replace hinge B by a reaction

force.

Due to the absence of hinge

B, the beam can rotate

A C

B

Page 25: Statics: Lecture7a

Calculate the reaction in B

Replace hinge B by a reaction

force.

Due to the absence of hinge

B, the beam can rotate

Express all virtual rotations in

terms of

A C

B

Page 26: Statics: Lecture7a

Calculate the reaction

moment in A B

A S

Page 27: Statics: Lecture7a

Calculate the internal

moment in C B

A C

Page 28: Statics: Lecture7a

Calculate the internal

moment in C B A

C

B A

Page 29: Statics: Lecture7a

Internal moment

• Hinge: only different rotation

angles on either side of the cut.

• Reaction moments M

Page 30: Statics: Lecture7a

Calculate the shear

force in C B

A C

Page 31: Statics: Lecture7a

Calculate the shear

force in C B A

B A

Page 32: Statics: Lecture7a

Shear force

• Shear hinge: only different

displacements perpendicular to the

member on either side of the cut.

• Reaction forces V

Page 33: Statics: Lecture7a

Calculate the normal

force in member FG of

this truss structure.

B

A

C

D

E F G H

Page 34: Statics: Lecture7a

Calculate the normal

force in member FG of

this truss structure. B A

C D

E F G H

Page 35: Statics: Lecture7a

Normal force

• Telescope hinge: only different

displacements parallel to the

member on either side of the

cut

• Reaction forces N