plates, slabs &...
TRANSCRIPT
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F2009abn
eight
plates and gridsPlates & Grids 1
Lecture 8
Applied Architectural Structures
ARCH 631
lecture
http://nisee.berkeley.edu/godden
APPLIED ARCHITECTURAL STRUCTURES:
STRUCTURAL ANALYSIS AND SYSTEMS
ARCH 631
DR. ANNE NICHOLS
FALL 2013
Plates & Grids 2
Lecture 7
Architectural Structures III
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Term Project
Plates & Grids 2
Lecture 7
Architectural Structures III
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Plates, Slabs & Grids
• plates – horizontal plane, rigid
• slabs – thin, flat, rigid
– extremely common in concrete
• grids – crossed beams
• see
– bending
– shear
Plates & Grids 3
Lecture 7
Architectural Structures III
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Plates, Slabs & Grids
• types & spanning direction
2
Plates & Grids 4
Lecture 7
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Plates, Slabs & Grids
Plates & Grids 5
Lecture 7
Architectural Structures III
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Plates, Slabs & Grids
• loads & behavior
– comparison with beams
F2007abnPlates & Grids 6
Lecture 7
Architectural Structures III
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Plate Structures
• waffles & grids
http://nisee.berkeley.edu/godden
http://www.bluffton.edu
Plates & Grids 7
Lecture 7
Architectural Structures III
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Plates, Slabs & Grids
• compatibility
– deflections same, even with stiffer side
– stiffness to
– twisting causestorsional stresses
• supports
– at points
– flexible
– continuous
L
EI
3
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One-Way Plates
• with uniform loads
– like “wide” beams
– moment / unit width
– uniform curvature
• with point loads
– resisted by stiffness
of adjacent strips
– more curvature in middle
Plates & Grids 9
Lecture 7
Architectural Structures III
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Moment Redistribution
• total moment for ½ plate
– value from basic
equilibrium
– because of curvature,
it isn’t uniform at support
– redistribution
• bigger with big curvature
• smaller with small
curvature
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Lecture 7
Architectural Structures III
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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
2wL
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Lecture 7
Architectural Structures III
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Moment Distribution Method (a)
• no load
http://nisee.berkeley.edu/godden
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Lecture 7
Architectural Structures III
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Moment Distribution Method (b)
• add load
http://nisee.berkeley.edu/godden
F2007abnPlates & Grids 13
Lecture 7
Architectural Structures III
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Moment Distribution Method (c)
• release joint 2
http://nisee.berkeley.edu/godden
Plates & Grids 14
Lecture 7
Architectural Structures III
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Moment Distribution Method (d)
• release joint 3
F2007abnPlates & Grids 15
Lecture 7
Architectural Structures III
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Moment Distribution Method (e)
• exposure of final shape after cycles over
initial shape
http://nisee.berkeley.edu/godden
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Plates & Grids 16
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Ribbed Plates
Walter P. Moore & Assoc.
Plates & Grids 17
Lecture 7
Architectural Structures III
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Ribbed Plates
• typical in reinforced
concrete
• pans can be standard
or wide
Plates & Grids 18
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Ribbed Plates
• design them as T-beams
– flange compression
– stem compression
• “effective” flange width
F2007abnPlates & Grids 19
Lecture 7
Architectural Structures III
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Plate Structures
• slabs & columns
http://nisee.berkeley.edu/godden
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Plates & Grids 20
Lecture 7
Architectural Structures III
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Two-Way Plates
• support conditions
– columns
– flexible (beams)
– simple
– continuous
Plates & Grids 21
Lecture 7
Architectural Structures III
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Two-Way Plates
• supported by columns
– Mmax at midspan of edges
Plates & Grids 22
Lecture 7
Architectural Structures III
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Two-Way Plates
• simply supported
– maximum curvature at midpoint of plate
Plates & Grids 23
Lecture 7
Architectural Structures III
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Two-Way Plates
• beam vs. wall supports
– stiffer supports, thinner slab
7
Plates & Grids 24
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Two-Way Plates
• bay proportions
– shorter side has bigger
– ratio of longer side to shorter side > 1.5
• acts like one-way plate
L
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Two-Way Plates
• moments found
from tables or
handbook
solutions
– depend on
support
conditions
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Lecture 7
Architectural Structures III
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Two-Way Plates
• other constraint conditions
Plates & Grids 27
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Design Considerations
• minimize bending (& depth)
• support conditions effective
– continuous edge support preferred
– fixed more than simple
• continuous surface
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Plates & Grids 28
Lecture 7
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Design Considerations (cont’d)
• overhangs reverse curvature
• bay proportions
– < 1:1.5
• load type
– surface or point
• span range
– rigid plates: 15’-60’
Plates & Grids 29
Lecture 7
Architectural Structures III
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Reinforced Concrete Design
• economical & common
• resist lateral loads
Plates & Grids 30
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Architectural Structures III
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Reinforced Concrete Design
• flat plate
– 5”-10” thick
– simple formwork
– lower story heights
• flat slab
– same as plate
– 2 ¼” – 8” drop panels
Plates & Grids 31
Lecture 7
Architectural Structures III
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Reinforced Concrete Design
• two-way joist
– “waffle slab”
– 3”-5” slab
– 8”-24” stems
– 6”-8” webs
• beam supported slab
– 5”-10” slabs
– taller story heights
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Plates & Grids 32
Lecture 7
Architectural Structures III
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Reinforced Concrete Design
• simplified frame analysis
– strips, like
continuous beams
• moments require
flexural reinforcement
– top & bottom
– both directions of slab
– continuous, bent or
discontinuous
Plates & Grids 33
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Architectural Structures III
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Reinforced Concrete Design
• one-way slabs (wide beam design)
– approximate analysis for moment & shear
coefficients
– two or more spans
– ~ same lengths
– wu from combos
– uniform loads with L/D 3
– n is clear span (+M) or average of
adjacent clear spans (-M)
Plates & Grids 34
Lecture 7
Architectural Structures III
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Reinforced Concrete Design
F2007abnPlates & Grids 35
Lecture 7
Applied Architectural Structures
ARCH 631
Reinforced Concrete Design
• two-way slabs - Direct Design Method
– 3 or more spans each way
– uniform loads with L/D 3
– rectangular panels with
long/short span 2
– successive spans
can’t differ > longer/3
– column offset no more
than 10% span
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Plates & Grids 36
Lecture 7
Architectural Structures III
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Reinforced Concrete Design
Plates & Grids 37
Lecture 7
Architectural Structures III
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Shear in Concrete
• at columns
• want to avoid
stirrups
• can use shear
studs or heads
Plates & Grids 38
Lecture 7
Architectural Structures III
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Shear in Concrete
• critical section at d/2 from
– column face, column capital or drop panel
F2007abnPlates & Grids 39
Lecture 7
Architectural Structures III
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Shear in Concrete
• at columns with waffle slabs
http://nisee.berkeley.edu/godden
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Plates & Grids 40
Lecture 7
Architectural Structures III
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Openings in Slabs
• careful placement of holes
• shear strength
reduced
• bending &
deflection can
increase
Plates & Grids 41
Lecture 7
Architectural Structures III
ARCH 631
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Space “Frame” Behavior
• handle uniformly distributed loads well
• bending moment
– tension &
compression
“couple” with
depth
– member sizes
can vary,
but difficult
Plates & Grids 42
Lecture 7
Architectural Structures III
ARCH 631
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Space “Frame” Behavior
• shear at columns
• support conditions still important
– point supports not optimal
• fabrication/construction can dominate
design
Plates & Grids 43
Lecture 7
Architectural Structures III
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Folded Plates
• increased bending stiffness with folding
• lateral buckling avoided
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F2007abnPlates & Grids 44
Lecture 7
Architectural Structures III
ARCH 631
Folded Plates
• common for roofs
• edges need
stiffening
http://nisee.berkeley.edu/godden
F2007abnPlates & Grids 45
Lecture 7
Architectural Structures III
ARCH 631
Folded Plates
– State Farm Center,(Assembly Hall) University of Illinois
– Harrison & Abramovitz 1963
– Edge-supported dome spanning 400 feet wound with 614 miles of one-fifth inch steel wire
www.library.illinois.edu