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twelve moments and shear typically statically indeterminate types - - PowerPoint PPT Presentation

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A RCHITECTURAL S TRUCTURES : Rigid Frames F ORM, B EHAVIOR, AND D ESIGN ARCH 331 rigid frames have no D R. A NNE N ICHOLS pins S PRING 2018 frame is all one body lecture joints transfer twelve moments and shear typically

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SLIDE 1

1

F2009abn

twelve

rigid frames: compression & buckling

Rigid Frames 1 Lecture 12 Architectural Structures ARCH 331

lecture

http:// nisee.berkeley.edu/godden

ARCHITECTURAL STRUCTURES: FORM, BEHAVIOR, AND DESIGN

ARCH 331

  • DR. ANNE NICHOLS

SPRING 2018

Rigid Frames 2 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frames

  • rigid frames have no

pins

  • frame is all one body
  • joints transfer

moments and shear

  • typically statically

indeterminate

  • types

– portal – gable

F2008abn Rigid Frames 3 Lecture 12 Foundations Structures ARCH 331

Rigid Frames

  • behavior

Rigid Frames 4 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frames

– moments get redistributed – deflections are smaller – effective column lengths are shorter – very sensitive to settling

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SLIDE 2

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Rigid Frames 5 Lecture 12 Foundations Structures ARCH 331 F2008abn

Moment Redistribution

  • continuous slabs & beams with uniform

loading

– joints similar to fixed ends, but can rotate

  • change in moment to center =

– Mmax for simply supported beam

8

2

wL

Rigid Frames 6 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frames

  • resists lateral

loadings

  • shape depends on

stiffness of beams and columns

  • 90° maintained

F2008abn Rigid Frames 7 Lecture 12 Foundations Structures ARCH 331

Rigid Frames

  • staggered truss

– rigidity – clear stories

www.arcchicago.blogspot.com F2008abn Rigid Frames 8 Lecture 12 Foundations Structures ARCH 331

Rigid Frames

  • connections

– steel – concrete

http:// nisee.berkeley.edu/godden

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SLIDE 3

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F2008abn Rigid Frames 9 Lecture 12 Foundations Structures ARCH 331

Braced Frames

  • pin connections
  • bracing to prevent lateral movements

http:// nisee.berkeley.edu/godden Rigid Frames 10 Lecture 12 Foundations Structures ARCH 331 F2008abn

Braced Frames

  • types of bracing

– knee-bracing – diagonal – X – K or chevron – shear walls

diagonal X K (chevron) shear walls

Rigid Frames 11 Lecture 12 Foundations Structures ARCH 331 F2008abn

Shear Walls

  • resist lateral load in plane with wall

Rigid Frames 12 Lecture 12 Foundations Structures ARCH 331 F2008abn

Compression Members

  • designed for strength & stresses
  • designed for serviceability & deflection
  • need to design for stability

– ability to support a specified load without sudden or unacceptable deformations

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SLIDE 4

4

Rigid Frames 13 Lecture 12 Foundations Structures ARCH 331 F2008abn

Column Buckling

  • axially loaded columns
  • long & slender

– unstable equilibrium = buckling – sudden and not good

Rigid Frames 14 Lecture 12 Foundations Structures ARCH 331 F2008abn

Modeling

  • can be modeled with a spring at mid-height
  • when moment

from deflection exceeds the spring capacity ... “boing”

  • critical load P

Rigid Frames 15 Lecture 12 Foundations Structures ARCH 331 F2008abn

Effect of Length

  • long & slender
  • short & stubby

Rigid Frames 16 Lecture 12 Foundations Structures ARCH 331 F2008abn

Buckling Load

  • related to deflected shape (P)
  • shape of sine wave
  • Euler’s Formula
  • smallest I governs

 

2 2

L EI P

critical

 

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SLIDE 5

5

Rigid Frames 17 Lecture 12 Foundations Structures ARCH 331 F2008abn

Critical Stress

  • short columns
  • slenderness ratio = Le/r (L/d)
  • radius of gyration =

A I r 

a actual critical

F A P f  

weak axis

 

2 2 2 2 2

         r L E L A EAr A P f

e e critical critical

 

2 e 2 critical

r L EA P        

Rigid Frames 18 Lecture 12 Foundations Structures ARCH 331 F2008abn

Critical Stresses

  • when a column gets stubby, Fy will limit the

load

  • real world has loads

with eccentricity

  • Cc for steel and

allowable stress

y c e

F E C r L

2

2  

Rigid Frames 19 Lecture 12 Foundations Structures ARCH 331 F2008abn

Effective Length

  • end conditions affect shape
  • effective length factor, K

L K Le  

Rigid Frames 20 Lecture 12 Foundations Structures ARCH 331 F2008abn

Bracing

  • bracing affects shape of buckle

in one direction

  • both should be checked!
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SLIDE 6

6

Rigid Frames 21 Lecture 12 Foundations Structures ARCH 331 F2008abn

Centric & Eccentric Loading

  • centric

– allowable stress from strength or buckling

  • eccentric

– combined stresses

Rigid Frames 22 Lecture 12 Foundations Structures ARCH 331 F2008abn

Combined Stresses

– axial + bending – design

I Mc A P f  

max

. .

max

S F f F f

cr cr 

 e P M  

Rigid Frames 23 Lecture 12 Foundations Structures ARCH 331 F2008abn

Stress Limit Conditions

– ASD interaction formula – with biaxial bending

1 1

a a

F f

b b

F f

. 1  

b b a a

F f F f . 1   

by by bx bx a a

F f F f F f

interaction diagram

F2008abn Rigid Frames 24 Lecture 12 Foundations Structures ARCH 331

Stress Limit Conditions

– in reality, as the column flexes, the moment increases – P- effect

. 1 ) (   

bx b a a

F factor ion Magnificat f F f

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SLIDE 7

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Rigid Frames 25 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frame Analysis

  • members see

– shear – axial force – bending

  • V & M diagrams

– plot on “outside”

Rigid Frames 26 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frame Analysis

– need support reactions – free body diagram each member – end reactions are equal and opposite on next member – “turn” member like beam – draw V & M

Rigid Frames 27 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frame Analysis

– FBD & M

  • opposite end

reactions at joints

M+

P

Rigid Frames 28 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frame Design

  • loads and combinations

– usually uniformly distributed gravity loads – worst case for largest moments... – wind direction can increase moments

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SLIDE 8

8

Rigid Frames 29 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frame Design

  • frames & floors

– rigid frame can have slab floors or slab with connecting beams

  • other

– slabs or plates

  • n columns

Rigid Frames 30 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frame Design

  • floors – plates & slabs

– one-way behavior

  • side ratio > 1.5
  • “strip” beam

– two-way behavior

  • more complex

Rigid Frames 31 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frame Design

  • columns in frames

– ends can be “flexible” – stiffness affected by beams and column = EI/L – for the joint

  • lc is the column length of each column
  • lb is the beam length of each beam
  • measured center to center

b c

l EI l EI G     

Rigid Frames 32 Lecture 12 Foundations Structures ARCH 331 F2008abn

Rigid Frame Design

  • column effective length, k

A B

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SLIDE 9

9

F2008abn Rigid Frames 33 Lecture 12 Foundations Structures ARCH 331

Tools – Multiframe

  • in OAL and VOAL

F2008abn Rigid Frames 34 Lecture 12 Foundations Structures ARCH 331

Tools – Multiframe

  • frame window

– define frame members

  • or pre-defined frame

– select points, assign supports – select members, assign section – load window – select point or member, add point or distributed loads

F2008abn Rigid Frames 35 Lecture 12 Foundations Structures ARCH 331

Tools – Multiframe

  • to run analysis choose

– Analyze menu

  • Linear
  • plot

– choose options

  • results

– choose

  • ptions