S2013abn Internal Beam Forces 1
Lecture 7 Architectural Structures ARCH 331
seven
beams –
internal forces
lecture
http:// nisee.berkeley.edu/goddenA
RCHITECTURAL
S
TRUCTURES
:
F
ORM,
B
EHAVIOR, AND
D
ESIGN
A
RCH 331
HÜDAVERDİ TOZAN
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Lecture 7 Architectural Structures ARCH 331
Beams
• span horizontally
– floors
– bridges
– roofs
• loaded transversely by gravity loads
• may have internal axial force
• will have
internal
shear force
• will have
internal
moment (bending)
R
V
M
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Lecture 7 Architectural Structures ARCH 331
Beams
• transverse loading
• sees:
– bending
– shear
– deflection
– torsion
– bearing
• behavior depends on
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Lecture 7
Architectural Structures ARCH 331
Beams
• bending
– bowing of beam with loads
– one edge surface stretches
– other edge surface squishes
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Lecture 7
Architectural Structures ARCH 331
Beam Stresses
• stress = relative force over an area
– tensile
– compressive
– bending
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Lecture 7
Architectural Structures ARCH 331
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Lecture 7
Architectural Structures ARCH 331
Beam Stresses
• tension and compression
– causes moments
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Lecture 7
Architectural Structures ARCH 331
Beam Stresses
• prestress or post-tensioning
– put stresses in tension area to
“pre-compress”
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Architectural Structures ARCH 331
Beam Stresses
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Lecture 7
Architectural Structures ARCH 331
Beam Stresses
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Architectural Structures ARCH 331
Beam Stresses
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Lecture 7 Architectural Structures ARCH 331
Beam Deflections
• depends on
– load
– section
– material
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Architectural Structures ARCH 331
Beam Deflections
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Architectural Structures ARCH 331
Beam Styles
• vierendeel
• open web joists
• manufactured
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Architectural Structures ARCH 331
Internal Forces
• trusses
– axial only, (compression & tension)
• in general
– axial force
– shear force, V
– bending moment, M
A
A
B
B
F
F
F
F
F
F
T´
V
T´
T
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Lecture 7 Architectural Structures ARCH 331
Beam Loading
• concentrated force
• concentrated moment
– spandrel beams
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Lecture 7
Architectural Structures ARCH 331
Beam Loading
• uniformly distributed load (line load)
• non-uniformly distributed load
– hydrostatic pressure =
h
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Lecture 7 Architectural Structures ARCH 331
Beam Supports
• statically determinate
• statically indeterminate
L
L
L
simply supported
(most common)
overhang
cantilever
L
continuous
(most common case when L
1=L
2)
L
L
L
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Lecture 7
Architectural Structures ARCH 331
Beam Supports
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Lecture 7
Architectural Structures ARCH 331
Internal Forces in Beams
• like method of sections / joints
– no axial forces
• section must be in equilibrium
• want to know where biggest internal
forces and moments are for designing
R
V
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Lecture 7
Architectural Structures ARCH 331
V & M Diagrams
• tool to locate V
max
and M
max
(at V = 0)
• necessary for designing
• have a different sign convention than
external forces, moments, and reactions
R
(+)V
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Lecture 7
Architectural Structures ARCH 331
Sign Convention
• shear force, V:
– cut section to LEFT
– if
F
y
is positive by statics, V acts down
and is POSITIVE
– beam has to resist shearing apart by V
R
(+)V
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Lecture 7
Architectural Structures ARCH 331
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Lecture 7
Architectural Structures ARCH 331
Sign Convention
• bending moment, M:
– cut section to LEFT
– if
M
cut
is clockwise, M acts ccw and is
POSITIVE – flexes into a “smiley” beam
has to resist bending apart by M
R
(+)V
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Lecture 7
Architectural Structures ARCH 331
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Lecture 7
Architectural Structures ARCH 331
Deflected Shape
• positive bending moment
– tension in bottom, compression in top
• negative bending moment
– tension in top, compression in bottom
• zero bending moment
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Lecture 7
Architectural Structures ARCH 331
Constructing V & M Diagrams
• along the beam length, plot V, plot M
V
L
+
M
+
-
L
load diagram
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Lecture 7
Architectural Structures ARCH 331
Mathematical Method
• cut sections with x as width
• write functions of V(x) and M(x)
V
L
+
M
+
-
x
L
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Architectural Structures ARCH 331
Method 1: Equilibrium
• cut sections at important places
• plot V & M
V
L
+
M
+
-
L/2
L
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Lecture 7 Architectural Structures ARCH 331
• important places
– supports
– concentrated loads
– start and end of distributed loads
– concentrated moments
• free ends
– zero forces
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Architectural Structures ARCH 331
Method 2: Semigraphical
• by knowing
– area under loading curve = change in V
– area under shear curve = change in M
– concentrated forces cause “jump” in V
– concentrated moments cause “jump” in M
D
C
C
D
x
x
wdx
V
V
D
C
C
D
x
x
Vdx
M
M
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Lecture 7
Architectural Structures ARCH 331
Method 2
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Lecture 7
Architectural Structures ARCH 331
Method 2: Semigraphical
• M
max
occurs where V = 0 (calculus)
V
L
+
M
+
-
L
no area
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Architectural Structures ARCH 331
• integration of functions
• line with 0 slope, integrates to sloped
• ex: load to shear, shear to moment
Curve Relationships
x
y
x
y
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Architectural Structures ARCH 331
• line with slope, integrates to parabola
• ex: load to shear, shear to moment
Curve Relationships
x
y
x
y
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Architectural Structures ARCH 331
• parabola, integrates to 3
rd
order curve
• ex: load to shear, shear to moment
Curve Relationships
x
y
x
y
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Architectural Structures ARCH 331
Basic Procedure
1. Find reaction forces & moments
Plot axes, underneath beam load
diagram
V:
2. Starting at left
3. Shear is 0 at free ends
4. Shear has 2 values at point loads
5. Sum vertical forces at each section
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Lecture 7 Architectural Structures ARCH 331
Basic Procedure
M:
6. Starting at left
7. Moment is 0 at free ends
8. Moment has 2 values at moments
9. Sum moments at each section
10. Maximum moment is where shear = 0!
(locate where V = 0)
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Lecture 7
Architectural Structures ARCH 331
Shear Through Zero
• slope of V is w (-w:1)
shear
load
height = V
A
w (force/length)
width = x
w
V
x
V
w
x
A
A
A
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Lecture 7 Architectural Structures ARCH 331