Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
EXAM 2
Vector form of the moment equation is Mo = r X F . Position vector r in this
expression extends from _____________________ to ____________________
For a rigid body in 2 D, write down the scalar set of Equations of
Equilibrium.
Units of Moments may be expressed as:
(a) N.m3 (b) lb.in (c) Kg2.m2/sec2 (d) All of the above
For a rigid body problem in 3 D, how many un knowns can be
determined using the 3 D scalar Equations of Equilibrium?
(a) Three (b) Two (c) six (d) all
A couple consists of:
• (a) two unequal forces in same direction
• (b) two equal forces in same direction
• (c) two equal forces in opposite direction
• (d) two unequal forces in opposite direction
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
EXAM 2
2D
Thrust Bearing
3D
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
In-Class Activities:
• Check Homework
• Reading Quiz
• Applications
• Types of Internal Forces
• Steps for Determining
Internal Forces
• Concept Quiz
• Group Problem Solving
• Attention Quiz
Today’s Objective:
Students will be able to:
1. Use the method of sections for
determining internal forces in 2-D
load cases.
INTERNAL FORCES
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
1. In a multiforce member, the member is generally subjected
to an internal _________.
A) Normal force B) Shear force
C) Bending moment D) All of the above.
2. In mechanics, the force component V acting
tangent to, or along the face of, the section is
called the _________ .
A) Axial force B) Shear force
C) Normal force D) Bending moment
READING QUIZ
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Why are the beams tapered? Internal forces are important in
making such a design decision. In this lesson, you will learn
about these forces and how to determine them.
Beams are structural members
designed to support loads applied
perpendicularly to their axes.
Beams can be used to support the
span of bridges. They are often
thicker at the supports than at the
center of the span.
APPLICATIONS
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Usually such columns are
wider/thicker at the bottom
than at the top. Why?
A fixed column supports
these rectangular billboards.
APPLICATIONS (continued)
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Why might have this been done?
The shop crane is used to move
heavy machine tools around the
shop.
The picture shows that an
additional frame around the joint
is added.
APPLICATIONS (continued)
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Then we need to cut the beam at B
and draw a FBD of one of the halves
of the beam. This FBD will include
the internal forces acting at B.
Finally, we need to solve for these
unknowns using the E-of-E.
For example, we want to determine
the internal forces acting on the cross
section at B. But, first, we first need
to determine the support reactions.
B
The design of any structural member
requires finding the forces acting
within the member to make sure the
material can resist those loads.
B
INTERNAL FORCES
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
The loads on the left and right sides of the section at B are equal
in magnitude but opposite in direction. This is because when the
two sides are reconnected, the net loads are zero at the section.
In two-dimensional cases, typical internal
loads are normal or axial forces (N, acting
perpendicular to the section), shear forces
(V, acting along the surface), and the
bending moment (M).
INTERNAL FORCES (continued)
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
INTERNAL FORCES: SIGN CONVENTIONINTERNAL FORCES - SIGN CONVENTION
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
1. Take an imaginary cut at the place where you need to
determine the internal forces. Then, decide which
resulting section or piece will be easier to analyze.
2. If necessary, determine any support reactions or joint
forces you need by drawing a FBD of the entire structure
and solving for the unknown reactions.
3. Draw a FBD of the piece of the structure you’ve decided to
analyze. Remember to show the N, V, and M loads at the
“cut” surface.
4. Apply the E-of-E to the FBD (drawn in step 3) and solve
for the unknown internal loads.
STEPS FOR DETERMINING INTERNAL FORCES
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Solution
1. Plan on taking the imaginary cut at C. It will be easier to
work with the right section (from the cut at C to point B)
since the geometry is simpler and there are no external
loads.
Given: The loading on the beam.
Find: The internal forces at point C.
Plan: Follow the procedure!!
EXAMPLE
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Applying the E-of-E to this FBD, we get
+ Fx = Bx = 0;
+ MA = − By ( 9 ) + 18 ( 3 ) = 0 ; By = 6 kip
2. We need to determine By. Use a FBD of the entire frame and
solve the E-of-E for By.
Bx
3 ft 9 ft
Ay By
18 kip
3 ft
FBD of the entire beam:
EXAMPLE (continued)
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
3. Now draw a FBD of the right section. Assume directions
for VC, NC and MC.
6 kipVCMC
NC
4.5 ft
C B
4. Applying the E-of-E to this FBD, we get
+ Fx = NC = 0; NC = 0
+ Fy = – VC – 6 = 0; VC = – 6 kip
+ MC = – 6 (4.5) – MC = 0 ; MC = – 27 kip ft
EXAMPLE (continued)
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
1. A column is loaded with a vertical 100 N force. At
which sections are the internal loads the same?
A) P, Q, and R B) P and Q
C) Q and R D) None of the above.
•
P
Q
R
100 N
2. A column is loaded with a horizontal 100 N
force. At which section are the internal loads
largest?
A) P B) Q
C) R D) S
P
Q
R
100 N
S
CONCEPT QUIZ
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
GROUP PROBLEM SOLVING I
Given: The loading on the beam.
Find: The internal forces at point C.
Plan: Follow the procedure!!
Solution:
1. Plan on taking the imaginary cut at C. It will be easier to
work with the left section (point A to the cut at C) since
the geometry is simpler.
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
GROUP PROBLEM SOLVING I (continued)
2. First, we need to determine Ax and Ay using a FBD of the
entire frame.
Applying the E-of-E to this FBD, we get
+ Fx = Ax + 400 = 0 ; Ax = – 400 N
+ MB = – Ay(5) – 400 (1.2) = 0 ; Ay = – 96 N
400 N
By
Ax
Ay
Free Body Diagram
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
GROUP PROBLEM SOLVING I (continued)
3. Now draw a FBD of the left section. Assume directions for
VC, NC and MC as shown.
4. Applying the E-of-E to this FBD, we get
+ Fx = NC – 400 = 0; NC = 400 N
+ Fy = – VC – 96 = 0; VC = – 96N
+ MC = 96 (1.5) + MC = 0 ; MC = -144 N m
96 N VC
MC
NC
1.5 m
A
400 N
C
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
7.2 SHEAR AND MOMENT EQUATIONS & DIAGRAMS
• Beams are by far the most common and
oft used structural members.
• Most beams are long prismatic bars and
the loads are usually applied normal to
the axes.
• Beams are identified by their type, their
corss section and the types of load they
carry.
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
TYPES OF BEAMS
•SIMPLY SUPPORTED BEAMS
•CANTILEVER BEAMS
•OVERHANG BEAMS
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
7.2 SHEAR AND MOMENT
EQUATIONS & DIAGRAMS
• Shear and Moment functions must be
determined for each segment between
two discontinuities of loading.
• These functions will be valid only for
the regions 0 to a for x1, a to b for x2
and from b to L for x3.
• When plotted, these functions appear as
shown in the diagrams.
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
7.2 SHEAR AND MOMENT
EQUATIONS & DIAGRAMS
• Shear and Moment functions must
be determined for each segment
between two discontinuities of
loading.
• These functions will be valid only
for the regions 0 to a for x1, a to b
for x2 and from b to L for x3.
• When plotted, these functions
appear as shown in the diagrams.
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Procedure for Making Shear & Moment Diagrams
• Determine all the support reactions and resolve all forces into
components perpendicular and parallel to beam’s axis.
• Specify coordinates x from the left end and extending upto
each load discontinuity.
• Section the beam at each distance x and draw a FBD of each
such segment x of the beam showing N, V & M.
• V is obtained by summing perpendicular forces.
• M is obtained by summing moments about the sectioned end
of the segment.
• Plot Shear Diagram (V vs x) and Moment Diagram (M vs x).
Positive values are plotted above x axis and negative below
the x axis.
• Generally it is convenient to draw shear and bending moment
diagrams directly below the FBD of the beam.
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
EXAMPLE PROBLEM
• Draw the shear and moment diagrams for the beam shown. Set P = 600 lb,
• a = 5 ft and b = 7 ft.
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
GROUP PROBLEM SOLVING
Solution
• Find the Support Reactions.
• Write equations for V and M in terms of x
• Find V and M
• Plot V vs x and M vs x.
Given: The loading on the
beam.
Draw: The Shear and Moment
diagrams
Plan: Follow the procedure!!
GROUP PROBLEM SOLVING
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
EXAMPLE PROBLEM
• Determine the shear and moment as a function of x and then draw the shear and moment diagrams for the beam shown.
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Solution:
1. Make an imaginary cut at C. Why there?
Which section will you pick to analyze via the FBD?
Given: The loading on
the beam.
Find: The internal
forces at point C.
Plan: Follow the
procedure!!
Why will it be easier to work with segment AC?
GROUP PROBLEM SOLVING II
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
+ MA = T ( 2.5 ) − 1800 (6) = 0 ; T = 4320 lb
+ Fx = Ax − 4320 = 0 ; Ax = 4320 lb
+ Fy = Ay − 1800 = 0 ; Ay = 1800 lb
2. Determine the reactions at A, using a FBD and the E-
of-E for the entire frame.
GROUP PROBLEM SOLVING II (continued)
T
Ax
Ay 1800 lb6 ft
Free Body Diagram
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
3. A FBD of section AC is shown below.
GROUP PROBLEM SOLVING II (continued)
VC
MCNC
1.5 ft
A C
450 lb1.5 ft
FBD of Section AC
4320 lb
1800 lb
4. Applying the E-of-E to the FBD, we get
+ Fx = NC + 4320 = 0 ; NC = – 4320 lb
+ Fy = 1800 – 450 – VC = 0 ; VC = 1350 lb
+ MC = – 1800 (3) + 450 (1.5) + MC = 0 ; MC = 4725 lbft
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
2. A column is loaded with a horizontal 100 N
force. At which section are the internal loads
the lowest?
A) P B) Q
C) R D) S
P
Q
R
100N
S
1. Determine the magnitude of the internal loads
(normal, shear, and bending moment) at point C.
A) (100 N, 80 N, 80 N m)
B) (100 N, 80 N, 40 N m)
C) (80 N, 100 N, 40 N m)
D) (80 N, 100 N, 0 N m )
•
C
0.5m
1 m
80 N
100 N
ATTENTION QUIZ
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
TONIGHT
•Article 7.1, 7.2
•Text Examples 7.1 – 7.7
•HW problems 7-1, 7-7, 7-26
Statics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Top Related