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A RCHITECTURAL S TRUCTURES : F ORM, B EHAVIOR, AND D ESIGN A RCH 331 D R. A NNE N ICHOLS S PRING 2018 lecture nine beam sections - geometric properties Sections 1 Architectural Structures S2018abn Lecture 9 ARCH 331 Center of Gravity


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SLIDE 1

S2018abn Sections 1 Lecture 9 Architectural Structures ARCH 331

nine

beam sections - geometric properties

lecture ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN ARCH 331

  • DR. ANNE NICHOLS

SPRING 2018

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SLIDE 2

S2018abn Sections 2 Lecture 9 Architectural Structures ARCH 331

Center of Gravity

  • location of equivalent weight
  • determined with calculus
  • sum element weights

W1 W4 W2 W3 W y x z

 dW W

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SLIDE 3

S2018abn Sections 3 Lecture 9 Architectural Structures ARCH 331

Center of Gravity

  • “average” x & y from moment

W1 W4 W2 W3 W y x z

 

W W W x x x W x M

n i i i y

      

 

1

 

W W W y y y W y M

n i i i x

      

 

1

“bar” means average

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SLIDE 4

S2018abn Sections 4 Lecture 9 Architectural Structures ARCH 331

Centroid

  • “average” x & y of an area
  • for a volume of constant thickness

– where is weight/volume – center of gravity = centroid of area

 

A A x x   

 

A A y y   

A t W    

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SLIDE 5

S2018abn Sections 5 Lecture 9 Architectural Structures ARCH 331

Centroid

  • for a line, sum up length

 

L L x x   

 

L L y y   

L

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SLIDE 6

S2018abn Sections 6 Lecture 9 Architectural Structures ARCH 331

1st Moment Area

  • math concept
  • the moment of an area about an axis

A y Qx 

 

A A y y   

x y y x A (area)

A x Q y 

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SLIDE 7

S2018abn Sections 7 Lecture 9 Architectural Structures ARCH 331

Symmetric Areas

  • symmetric about

an axis

  • symmetric about

a center point

  • mirrored symmetry
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SLIDE 8

S2018abn Sections 8 Lecture 9 Architectural Structures ARCH 331

Composite Areas

  • made up of basic shapes
  • areas can be negative
  • (centroids can be negative for any area)
  • (-)

+ 

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SLIDE 9

S2018abn Sections 9 Lecture 9 Architectural Structures ARCH 331

Basic Procedure

  • 1. Draw reference origin (if not given)
  • 2. Divide into basic shapes (+/-)
  • 3. Label shapes
  • 4. Draw table
  • 5. Fill in table
  • 6. Sum necessary columns
  • 7. Calculate x and y

Component Area 

x y A x

A y

y ˆ

x ˆ

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SLIDE 10

S2018abn Sections 10 Lecture 9 Architectural Structures ARCH 331

Area Centroids

  • Table 6.1 – pg. 304

b h

3 b

right triangle only

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SLIDE 11

S2018abn Sections 11 Lecture 9 Architectural Structures ARCH 331

Moments of Inertia

  • 2nd moment area

–math concept

– area x (distance)2

  • need for behavior of

– beams – columns

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SLIDE 12

S2018abn Sections 12 Lecture 9 Architectural Structures ARCH 331

  • about any reference axis
  • can be negative
  • resistance to bending and buckling

Moment of Inertia

dx y x

el

x dx dA = ydx

 dA x I y

2

 dA y I x

2

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SLIDE 13

S2018abn Sections 13 Lecture 9 Architectural Structures ARCH 331

Moment of Inertia

  • same area moved away a distance

–larger I

x x x x

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SLIDE 14

S2018abn Sections 14 Lecture 9 Architectural Structures ARCH 331

Polar Moment of Inertia

  • for roundish shapes
  • uses polar coordinates (r and )
  • resistance to twisting

 pole

  • r

 dA r J o

2

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SLIDE 15

S2018abn Sections 15 Lecture 9 Architectural Structures ARCH 331

Radius of Gyration

  • measure of inertia with respect to area

A I r

x x 

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SLIDE 16

S2018abn Sections 16 Lecture 9 Architectural Structures ARCH 331

Parallel Axis Theorem

  • can find composite I once composite

centroid is known (basic shapes)

axis through centroid at a distance d away from the other axis axis to find moment of inertia about

y A dA A B B y d

2

Ad I I  

2 y cx x

Ad I I  

2

Ad I I    

2 y x

Ad I  

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SLIDE 17

S2018abn Sections 17 Lecture 9 Architectural Structures ARCH 331

Basic Procedure

  • 1. Draw reference origin (if not given)
  • 2. Divide into basic shapes (+/-)
  • 3. Label shapes
  • 4. Draw table with A, x, xA, y, yA, I’s, d’s,

and Ad2’s

  • 5. Fill in table and get x and x for composite
  • 6. Sum necessary columns
  • 7. Sum I’s and Ad2’s

y

x

A x A y

I I

y ˆ

x ˆ

) y y ˆ d (

y

  ) x x ˆ d (

x

 

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SLIDE 18

S2018abn Sections 18 Lecture 9 Architectural Structures ARCH 331

Area Moments of Inertia

  • Table 6.2 – pg. 315: (bars refer to centroid)

– x, y – x’, y’ – C