Equilibrium - Texas A&M Universityfaculty-legacy.arch.tamu.edu/anichols/index_files/...2 18 4 1 n nt...

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1 F2009abn ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN ARCH 331 DR. ANNE NICHOLS SUMMER 2014 three point equilibrium and planar trusses Point Equilibrium 1 Lecture 4 Architectural Structures ARCH 331 lecture http:// nisee.berkeley.edu/godden Point Equilibrium 15 Lecture 4 Foundations Structures ARCH 331 F2008abn Equilibrium balanced steady resultant of forces on a particle is 0 X X = F2008abn Point Equilibrium 16 Lecture 4 Foundations Structures ARCH 331 Equilibrium on a Point analytically Newton convinces us it will stay at rest 0 x x F R 0 y y F R http://www.physics.umd.edu Point Equilibrium 17 Lecture 4 Foundations Structures ARCH 331 F2008abn Equilibrium on a Point collinear force system ex: cables 0 x x F R 0 y y F R 0 line in F

Transcript of Equilibrium - Texas A&M Universityfaculty-legacy.arch.tamu.edu/anichols/index_files/...2 18 4 1 n nt...

Page 1: Equilibrium - Texas A&M Universityfaculty-legacy.arch.tamu.edu/anichols/index_files/...2 18 4 1 n nt m ± s R x F x 0 R y F y 0 Point Equilibrium 19 Lecture 4 Foundations Structures

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ARCHITECTURAL STRUCTURES:

FORM, BEHAVIOR, AND DESIGN

ARCH 331

DR. ANNE NICHOLS

SUMMER 2014

three

point equilibrium

and planar trussesPoint Equilibrium 1

Lecture 4

Architectural Structures

ARCH 331

lecture

http:// nisee.berkeley.edu/godden

Point Equilibrium 15

Lecture 4

Foundations Structures

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Equilibrium

• balanced

• steady

• resultant of forces on a particle is 0

X

X

=

F2008abnPoint Equilibrium 16

Lecture 4

Foundations Structures

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Equilibrium on a Point

• analytically

• Newton convinces us it will stay at rest

0 xx FR

0 yy FR

http://www.physics.umd.edu

Point Equilibrium 17

Lecture 4

Foundations Structures

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Equilibrium on a Point

• collinear force system

– ex: cables

0 xx FR 0 yy FR

0 lineinF

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Point Equilibrium 18

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Equilibrium on a Point

• concurrent force system

– ex: cables

0 xx FR

0 yy FR

Point Equilibrium 19

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Free Body Diagram

• FBD (sketch)

• tool to see all forces on a body or a

point including

– external forces

– weights

– force reactions

– internal forces

Point Equilibrium 20

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Foundations Structures

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Free Body Diagram

• determine point

• FREE it from:

– ground

– supports & connections

• draw all external forcesacting ON the body

– reactions (supporting forces)

– applied forces

– gravity

= m· g

Point Equilibrium 21

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Free Body Diagram

• sketch FBD with relevant geometry

• resolve each force into components

– known & unknown angles – name them

– known & unknown forces – name them

• are any forces related to other forces?

• for the unknowns

• write only as many equilibrium equations as needed

• solve up to 2 equations

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Point Equilibrium 22

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Free Body Diagram

• solve equations

– most times 1 unknown easily solved

– plug into other equation(s)

• common to have unknowns of

– force magnitudes

– force angles

Point Equilibrium 33

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Truss Structures

• ancient (?) wood

– Romans 500 B.C.

• Renaissance revival

• 1800’s analysis

• efficient

Point Equilibrium 34

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Truss Structures

– analogous to cables and struts

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Truss Structures

Point Equilibrium 12

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http:// nisee.berkeley.edu/godden

• comprised of straight members

• geometry with triangles is stable

• loads applied only at pin joints

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Point Equilibrium 36

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Truss Structures

• 2 force members

– forces in line, equal and opposite

– compression

– tension

• 3 members connected

by 3 joints

• 2 more members need

1 more joint

32 nb

Point Equilibrium 37

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Truss Structures

• compression and tension

Point Equilibrium 38

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Truss Structures

• statically determinate

• indeterminate

• unstable

Point Equilibrium 39

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Trusses

• common designs

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Point Equilibrium 40

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Trusses

• common designs

Point Equilibrium 41

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Trusses

• uses

– roofs & canopies

– long spans

– lateral bracing

F2008abnPoint Equilibrium 42

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Truss Connections

• “pins”

http:// nisee.berkeley.edu/godden

Point Equilibrium 43

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Sainsbury Center, Foster 1978

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Point Equilibrium 44

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Sainsbury Center, Foster 1978

F2008abnPoint Equilibrium 45

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Truss Analysis

• visualize compression and tension from

deformed shape

http:// nisee.berkeley.edu/godden

Point Equilibrium 46

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Truss Analysis

• Method of Joints

• Graphical Methods

• Method of Sections

• all rely on equilibrium

– of bodies

– internal equilibrium

Point Equilibrium 47

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A B

C

P

F

E

D

P

Method of Joints

• isolate each joint

• enforce

equilibrium in

Fx and Fy

• can find all forces

• long

• easy to mess up

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• two bodies connected

Point Equilibrium 48

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Joint Cases

equal equal and 0

AB

C

AB

Cor

Point Equilibrium 49

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Joint Cases

• three bodies with two in line

A

B

C

AB

C

or or even

CB

AD

D D

0x

0 0x x

Point Equilibrium 50

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Joint Cases

• crossed

AB

C

C

B

A

P

D

D

P

C

B

A

D

E

CB

A

D

E

equal

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Tools – Multiframe

• in computer lab

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F2008abnPoint Equilibrium 52

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• frame window

– define truss members

• or pre-defined truss

– select points, assign supports

– select members,

assign section &

assign pin ends

• load window

– select points,

add point load

Tools – Multiframe

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• to run analysis choose

– Analyze menu

• Linear

• plot

– choose options

• results

– choose

options

Point Equilibrium 53

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Tools – Multiframe