A STRUCTURES ORM, BEHAVIOR, AND DESIGN RCH...

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three

forces and

momentsForces & Moments 1

Lecture 3

Architectural Structures

ARCH 331

lecture

ARCHITECTURAL STRUCTURES:

FORM, BEHAVIOR, AND DESIGN

ARCH 331

DR. ANNE NICHOLS

SPRING 2017

S2017abnSystems & Planning 2

Lecture 3


ARCH 331

Structural Math

• quantify environmental loads

– how big is it?

• evaluate geometry and angles

– where is it?

– what is the scale?

– what is the size in a particular direction?

• quantify what happens in the structure

– how big are the internal forces?

– how big should the beam be?

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Structural Math

• physics takes observable phenomena

and relates the measurement with rules:

mathematical relationships

• need

– reference frame

– measure of length, mass, time, direction,

velocity, acceleration, work, heat,

electricity, light

– calculations & geometry


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Physics for Structures

• measures

– US customary & SI

Units US SI

Length in, ft, mi mm, cm, m

Volume gallon liter

Mass lb mass g, kg

Force lb force N, kN

Temperature F C


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Physics for Structures

• scalars – any quantity

• vectors - quantities with direction

– like displacements

– summation results in

the “straight line path”

from start to end

– normal vector is perpendicular to

something

y

xz


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Language

• symbols for operations: +,-, /, x

• symbols for relationships: (), =, <, >

• algorithms

– cancellation

– factors

– signs

– ratios and proportions

– power of a number

– conversions, ex. 1X = 10 Y

– operations on both sides of equality

3

1

32

2

6

2

6

5

5

2

3

1

6x

1 0 0 01 0 3

110

1

1

10

Y

Xor

X

Y


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On-line Practice

• eCampus / Study Aids


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Geometry

• angles

– right = 90º

– acute < 90º

– obtuse > 90º

– = 180º

• triangles

– area

– hypotenuse

– total of angles = 180º

2

hb

222 BCA CA B

A

B

C


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Geometry

• lines and relation to angles

– parallel lines can’t intersect

– perpendicular lines cross at 90º

– intersection of two lines is a point

– opposite angles are equal when

two lines cross


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Geometry

– intersection of a line with

parallel lines results in identical

angles

– two lines intersect in the same

way, the angles are identical


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Geometry

– sides of two angles are parallel and

intersect opposite way, the angles are

supplementary - the sum is 180°

– two angles that sum to 90° are said to be

complimentary

9 0


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– sides of two angles bisect a right angle

(90°), the angles are complimentary

– right angle bisects a straight line,

remaining angles

are complimentary

Geometry

9 0

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– similar triangles have proportional sides

Geometry

BCE

A

A

BC

A

C

B

DE

BC

AE

AC

AD

AB

CB

BC

CA

AC

BA

AB

D

Forces & Moments 13

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Trigonometry

• for right triangles

C

B

A

CB

AB

hypotenuse

sideopposite sinsin

CB

AC

hypotenuse

sideadjacent coscos

AC

AB

sideadjacent

sideopposite tantan

SOHCAHTOAForces & Moments 14

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Trigonometry

• cartesian coordinate system

– origin at 0,0

– coordinates

in (x,y) pairs

– x & y have

signs

-6-5-4-3-2-10123456

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

X

Y

Quadrant IQuadrant II

Quadrant III Quadrant IV

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Trigonometry

• for angles starting at positive x

– sin is y side

– cos is x side

-6

-5

-4

-3

-2

-1

0

1

2

3

4

5

6

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

X

Y

sin<0 for 180-360°

cos<0 for 90-270°

tan<0 for 90-180°

tan<0 for 270-360°

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Trigonometry

• for all triangles

– sides A, B & C are opposite

angles , &

– LAW of SINES

– LAW of COSINES

CBA

sinsinsin

c o s2222 BCCBA

A

C

B

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Algebra

• equations (something = something)

• constants

– real numbers or shown with a, b, c...

• unknown terms, variables

– names like R, F, x, y

• linear equations

– unknown terms have no exponents

• simultaneous equations

– variable set satisfies all equations

Forces & Moments 18

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Algebra

• solving one equation

– only works with one variable

– ex:

• add to both sides

• divide both sides

• get x by itself on a side

012 x10112 x

21x2

1

2

2

x

12 x

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Algebra

• solving one equations

– only works with one variable

– ex:

• subtract from both sides

• subtract from both sides

• divide both sides


5412 xx

xxxx 254212

55251 x

2

2

2

23

2

6

x

3xForces & Moments 20

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Algebra

• solving two equation

– only works with two variables

– ex:

• look for term similarity

• can we add or subtract to eliminate one term?

• add


832 yx

631 2 yx

6831 232 yxyx

1 41 4 x

114

14

14

14 x

x

Forces & Moments 21

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Forces

• statics

– physics of forces and reactions on bodies

and systems

– equilibrium (bodies at rest)

• forces

– something that exerts on an object:

• motion

• tension

• compression


ARCH 331

Forces & Moments 22

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Force

• “action of one body on another that

affects the state of motion or rest of the

body”

• Newton’s 3rd law:

– for every force of action

there is an equal and

opposite reaction along

the same line


ARCH 331

Forces & Moments 23

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http://www.physics.umd.edu

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Force Characteristics

• applied at a point

• magnitude

– Imperial units: lb, k (kips)

– SI units: N (newtons), kN

• direction


ARCH 331

(tail) (tip)

Forces & Moments 24

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Forces on Rigid Bodies

• for statics, the bodies are ideally rigid

• can translate

and rotate

• internal forces are

– in bodies

– between bodies (connections)

• external forces act on bodies


ARCH 331

translate rotate

Forces & Moments 25

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Transmissibility

• the force stays on the same line of

action

• truck can’t tell the difference

• only valid for EXTERNAL forces


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=

Forces & Moments 26

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Force System Types

• collinear


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Forces & Moments 27

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Force System Types

• coplanar


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Forces & Moments 28

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Force System Types

• space


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Forces & Moments 29

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Adding Vectors

• graphically

– parallelogram law

• diagonal

• long for 3 or more vectors

– tip-to-tail

• more convenient

with lots of vectors


ARCH 331

F

P

R

F

P

R

Forces & Moments 30

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Force Components

• convenient to resolve into 2 vectors

• at right angles

• in a “nice” coordinate system

• is between Fx and F from Fx


ARCH 331

Fy

Fx

F

x

y

Fy

Fx

F

Fy

Fx

F

co sFF x

sinFF y 22

yx FFF

x

y

F

Ftan

Forces & Moments 31

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Trigonometry

• Fx is negative

– 90 to 270

• Fy is negative

– 180 to 360

• tan is positive

– quads I & III

• tan is negative

– quads II & IV


ARCH 331

-6-5-4-3-2-10123456

-6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6

X

Y

Quadrant IQuadrant II

Quadrant III Quadrant IV

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Component Addition

• find all x components

• find all y components

• find sum of x components, Rx (resultant)

• find sum of y components, Ry


ARCH 331

22

yx RRR

x

y

R

Rtan

Fy

Fx

R

Py

Px

Rx

Ry

Forces & Moments 33

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Alternative Trig for Components

• doesn’t relate angle to axis direction

• is “small” angle between F and

EITHER Fx or Fy

• no sign out of calculator!

• have to choose RIGHT

trig function, resulting

direction (sign) and

component axis


ARCH 331

+/-? Fy

+/-? Fx

F

x

y

Forces & Moments 34

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Friction

• resistance to movement

• contact surfaces determine

• proportion of normal force ()

– opposite to slide direction

– static > kinetic


ARCH 331

NμF

Forces & Moments 35

Lecture 3

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Cables

• simple

• uses

– suspension bridges

– roof structures

– transmission lines

– guy wires, etc.

• have same tension all along

• can’t stand compression


ARCH 331

Forces & Moments 36

Lecture 3

http:// nisee.berkeley.edu/godden

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Cables Structures

• use high-strength steel

• need

– towers

– anchors

• don’t want movement


ARCH 331

Forces & Moments 37

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http:// nisee.berkeley.edu/godden

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Cable Structures


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Forces & Moments 38

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../tacnarr.mpg

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Cable Loads

• straight line

between forces

• with one force

– concurrent

– symmetric


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Forces & Moments 39

Lecture 3

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Cable Loads

• shape directly

related to the

distributed load


ARCH 331

Forces & Moments 40

Lecture 3

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Cable-Stayed Structures

• diagonal cables support horizontal

spans

• typically symmetrical

• Patcenter,

Rogers 1986


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Forces & Moments 41

Lecture 3

www.columbia.edu

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Patcenter, Rogers 1986

• column free space

• roof suspended

• solid steel ties

• steel frame supports masts


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Forces & Moments 42

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Patcenter, Rogers 1986

• dashes – cables pulling


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Forces & Moments 43

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Moments

• forces have the tendency to make a body rotate about an axis

– same translation but different rotation

Forces & Moments 44

Lecture 3

http://www.physics.umd.edu


ARCH 331

Moments

Forces & Moments 45

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Moments

• a force acting at a different point causes

a different moment:

Forces & Moments 46

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Moments

• defined by magnitude and direction

• units: Nm, kft

• direction:

+ ccw (right hand rule)

- cw

• value found from Fand distance

• d also called “lever” or “moment” arm

F

A

C

B

dFM

d

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Moments

• with same F:

21 dFMdFM AA (bigger)

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Moments

• additive with sign convention

• can still move the force

along the line of action

=

+MA = Fd

MB = Fd

d

F

A

Bd

MA = Fd

MB = Fd

d

F

A

B

d

Forces & Moments 49

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Moments

• Varignon’s Theorem

– resolve a force into components at a point

and finding perpendicular distances

– calculate sum of moments

– equivalent to original moment

• makes life easier!

– geometry

– when component runs through point, d=0

Forces & Moments 50

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Moments of a Force

• moments of a force

– introduced in Physics as

“Torque Acting on a Particle”

– and used to satisfy rotational equilibrium

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Physics and Moments of a Force

• my Physics book:

Forces & Moments 52

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• 2 forces

– same size

– opposite direction

– distance d apart

– cw or ccw

– not dependant on point of application

Moment Couples

d

F

A

d1

d2

F

Forces & Moments 53

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21 dFdFM

dFM


ARCH 331

Moment Couples

• equivalent couples

– same magnitude and direction

– F & d may be different

100 mm

300 N

300 N

150 mm200 N

200 N

250 mm

120 N120 N

Forces & Moments 54

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Moment Couples

• added just like moments caused by one

force

• can replace two couples with a single

couple

+=

100 mm

300 N

300 N

150 mm200 N

200 N

250 mm

240 N240 N

Forces & Moments 55

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Moment Couples

• moment couples in structures

Forces & Moments 56

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Equivalent Force Systems

• two forces at a point is equivalent to the resultant at a point

• resultant is equivalent to two components at a point

• resultant of equal & opposite forces at a point is zero

• put equal & opposite forces at a point (sum to 0)

• transmission of a force along action line

Forces & Moments 57

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ARCH 331

• single force causing a moment can be

replaced by the same force at a

different point by providing the moment

that force caused

• moments are shown as arched arrows

Force-Moment Systems

-F

FF

d

A

AF

A

A

Forces & Moments 58

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Force-Moment Systems

• a force-moment pair can be replaced by

a force at another point causing the

original moment

F

d

-F

F

A

AF

A

A

F M=Fd

A

A

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Parallel Force Systems

• forces are in the same direction

• can find resultant force

• need to find location for equivalent

moments

R=A+B

C Dx

AB

ab

aA

bB

xBA )(

C D

Forces & Moments 60

Lecture 3

A STRUCTURES ORM, BEHAVIOR, AND DESIGN RCH...

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