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Load Tracing 1 Lecture 10 Architectural Structures I ENDS 231 S2008abn ARCHITECTURAL STRUCTURES I: STATICS AND STRENGTH OF MATERIALS ENDS 231 DR. ANNE NICHOLS SPRING 2008 ten load tracing and types lecture

Transcript of ten lecture - Texas A&M Universityfaculty.arch.tamu.edu/media/cms_page_media/4573/lect10.pdf ·...

Load Tracing 1Lecture 10

Architectural Structures IENDS 231

S2008abn

ARCHITECTURAL STRUCTURES I:STATICS AND STRENGTH OF MATERIALS ENDS 231

DR. ANNE NICHOLS

SPRING 2008

ten

load tracingand types

lecture

Load Tracing 2Lecture 10

Architectural Structures IENDS 231

S2008abn

Structural Loads• gravity acts on mass (F=m*g)• force of mass

– acts at a point• ie. joist on beam

– acts along a “line”• ie. floor on a beam

– acts over an area• ie. people, books,

snow on roof or floor

Load Tracing 3Lecture 10

Architectural Structures IENDS 231

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Load Tracing• how loads are

transferred– usually starts at top– distributed by

supports as actions– distributed by

tributary areas

Load Tracing 4Lecture 10

Architectural Structures IENDS 231

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Load Tracing

tributary area

Load Tracing 5Lecture 10

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Load Tracing• tributary load

– think of water flow– “concentrates” load of

area into center

( )widthtributaryarealoadw ×⎟

⎠⎞

⎜⎝⎛=

width

Load Tracing 6Lecture 10

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Load TracingPatcenterRogers 1986

Load Tracing 7Lecture 10

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Load TracingAlamillo BridgeCalatrava 1992

Load Tracing 8Lecture 10

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Load Paths

Load Tracing 9Lecture 10

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Load Paths• wall systems

Load Tracing 10Lecture 10

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Load Paths• openings & pilasters

Load Tracing 11Lecture 10

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Load Paths• foundations

Load Tracing 12Lecture 10

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Load Paths• deep foundations

Load Tracing 13Lecture 10

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Concentrated Loads

Load Tracing 14Lecture 10

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Distributed Loads

Load Tracing 15Lecture 10

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Distributed Loads• statically determinate beam supports

– simple

– overhang

– cantilever

L

L

L

Load Tracing 16Lecture 10

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Distributed Loads• continuous beams

– statically indeterminate– floors

L L

Load Tracing 17Lecture 10

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Equivalent Force Systems• replace forces by resultant• place resultant where M = 0• using calculus and area centroids

dx

w(x)

x

L

loadingloading

L

0AdAwdxW === ∫∫

dx

y

x

elx

Load Tracing 18Lecture 10

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Area Centroids• Table 7.1 – pg. 242

b

h3b

right triangle only

Load Tracing 19Lecture 10

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Load Areas• area is width x “height” of load• w is load per unit length• W is total load

x

x/2

W

x/2

x

2x/3

W/2

x/3

x

x/2

W

x/6 x/3

W/2

0

Wxw =⋅ w w 22Wxw

=⋅

w 2w