twenty two lecture - texas a&m university
TRANSCRIPT
![Page 1: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/1.jpg)
Su2013abn Concrete Spans 1
Lecture 22
Architectural Structures
ARCH 331
ARCHITECTURAL STRUCTURES:
FORM, BEHAVIOR, AND DESIGN
ARCH 331
DR. ANNE NICHOLS
SUMMER 2013
lecture
twenty two
concrete construction: flat spanning systems,
columns & frames
http:// nisee.berkeley.edu/godden
![Page 2: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/2.jpg)
Su2013abn Concrete Spans 2
Lecture 22
Architectural Structures
ARCH 331
Reinforced Concrete Design
• economical & common
• resist lateral loads
![Page 3: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/3.jpg)
Su2013abn Concrete Spans 3
Lecture 22
Architectural Structures
ARCH 331
Reinforced Concrete Design
• flat plate
– 5”-10” thick
– simple formwork
– lower story heights
• flat slab
– same as plate
– 2 ¼”–8” drop panels
![Page 4: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/4.jpg)
Su2013abn Concrete Spans 4
Lecture 22
Architectural Structures
ARCH 331
Reinforced Concrete Design
• beam supported
– slab depth ~ L/20
– 8”–60” deep
• one-way joists
– 3”–5” slab
– 8”–20” stems
– 5”-7” webs
The Architect’s Studio Companion
![Page 5: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/5.jpg)
Su2013abn Concrete Spans 5
Lecture 22
Architectural Structures
ARCH 331
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
![Page 6: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/6.jpg)
Su2013abn Concrete Spans 6
Lecture 22
Architectural Structures
ARCH 331
Reinforced Concrete Design
• simplified frame analysis
– strips, like
continuous beams
• moments require
flexural reinforcement
– top & bottom
– both directions of slab
– continuous, bent or
discontinuous
![Page 7: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/7.jpg)
Su2013abn Concrete Spans 7
Lecture 22
Architectural Structures
ARCH 331
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)
![Page 8: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/8.jpg)
Su2013abn Concrete Spans 8
Lecture 22
Architectural Structures
ARCH 331
Reinforced Concrete Design
![Page 9: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/9.jpg)
Su2013abn Concrete Spans 9
Lecture 22
Architectural Structures
ARCH 331
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
![Page 10: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/10.jpg)
Su2013abn Concrete Spans 10
Lecture 22
Architectural Structures
ARCH 331
Reinforced Concrete Design
![Page 11: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/11.jpg)
Su2013abn Concrete Spans 11
Lecture 22
Architectural Structures
ARCH 331
Shear in Concrete
• at columns
• want to avoid
stirrups
• can use shear
studs or heads
![Page 12: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/12.jpg)
Su2013abn Concrete Spans 12
Lecture 22
Architectural Structures
ARCH 331
Shear in Concrete
• critical section at d/2 from
– column face, column capital or drop panel
![Page 13: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/13.jpg)
Su2013abn Concrete Spans 13
Lecture 22
Architectural Structures
ARCH 331
Shear in Concrete
• at columns with waffle slabs
http:// nisee.berkeley.edu/godden
![Page 14: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/14.jpg)
Su2013abn Concrete Spans 14
Lecture 22
Architectural Structures
ARCH 331
Openings in Slabs
• careful placement of holes
• shear strength
reduced
• bending &
deflection can
increase
![Page 15: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/15.jpg)
Su2013abn Concrete Spans 15
Lecture 22
Architectural Structures
ARCH 331
General Beam Design
• f’c & fy needed
• usually size just b & h
– even inches typical (forms)
– similar joist to beam depth
– b:h of 1:1.5-1:2.5
– bw & bf for T
– to fit reinforcement + stirrups
• slab design, t
– deflection control & shear 6
2bhS
![Page 16: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/16.jpg)
Su2013abn Concrete Spans 16
Lecture 22
Architectural Structures
ARCH 331
General Beam Design (cont’d)
• custom design:
– longitudinal steel
– shear reinforcement
– detailing
![Page 17: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/17.jpg)
Su2013abn Concrete Spans 17
Lecture 22
Architectural Structures
ARCH 331
Space “Frame” Behavior
• handle uniformly distributed loads well
• bending moment
– tension &
compression
“couple” with
depth
– member sizes
can vary,
but difficult
![Page 18: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/18.jpg)
Su2013abn Concrete Spans 18
Lecture 22
Architectural Structures
ARCH 331
Space “Frame” Behavior
• shear at columns
• support conditions still important
– point supports not optimal
• fabrication/construction can dominate
design
![Page 19: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/19.jpg)
Su2013abn Concrete Spans 19
Lecture 22
Architectural Structures
ARCH 331
Folded Plates
• increased bending stiffness with folding
• lateral buckling avoided
![Page 20: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/20.jpg)
Su2013abn Concrete Spans 20
Lecture 22
Architectural Structures
ARCH 331
Folded Plates
• common for roofs
• edges need
stiffening
http:// nisee.berkeley.edu/godden
![Page 21: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/21.jpg)
Su2013abn Concrete Spans 21
Lecture 22
Architectural Structures
ARCH 331
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
![Page 22: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/22.jpg)
Su2013abn Concrete Spans 22
Lecture 22
Architectural Structures
ARCH 331
Concrete in Compression
• crushing
• vertical cracking
– tension
• diagonal cracking
– shear
• cf
http://www.bam.de
cf
![Page 23: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/23.jpg)
Su2013abn Concrete Spans 23
Lecture 22
Architectural Structures
ARCH 331
Columns Reinforcement
• columns require
– ties or spiral reinforcement
to “confine” concrete
(#3 bars minimum)
– minimum amount of longitudinal steel
(#5 bars minimum: 4 with ties, 5 with spiral)
![Page 24: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/24.jpg)
Su2013abn Concrete Spans 24
Lecture 22
Architectural Structures
ARCH 331
Slenderness
• effective length in monolithic with
respect to stiffness of joint: & k
• not slender when
22r
kLu 22r
kLu
![Page 25: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/25.jpg)
Su2013abn Concrete Spans 25
Lecture 22
Architectural Structures
ARCH 331
Effective Length (revisited)
• relative rotation
b
c
lEI
lEI
b
c
lEI
lEI
![Page 26: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/26.jpg)
Su2013abn Concrete Spans 26
Lecture 22
Architectural Structures
ARCH 331
Column Behavior
![Page 27: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/27.jpg)
Su2013abn Concrete Spans 27
Lecture 22
Architectural Structures
ARCH 331
Column Design
• c = 0.65 for ties, c = 0.75 for spirals
• Po – no bending
• Pu cPn
– ties: Pn = 0.8Po
– spiral: Pn = 0.85Po
• nominal axial capacity:
– presumes steel yields
– concrete at ultimate stress
stystgco AfAAfP )(85.0
![Page 28: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/28.jpg)
Su2013abn Concrete Spans 28
Lecture 22
Architectural Structures
ARCH 331
Columns with Bending
• eccentric loads can cause moments
• moments can change shape and induce
more deflection
(P-) P
![Page 29: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/29.jpg)
Su2013abn Concrete Spans 29
Lecture 22
Architectural Structures
ARCH 331
Columns with Bending
• for ultimate strength behavior, ultimate
strains can’t be exceeded
– concrete 0.003
– steel
• P reduces
with M
s
y
E
f
![Page 30: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/30.jpg)
Su2013abn Concrete Spans 30
Lecture 22
Architectural Structures
ARCH 331
Columns with Bending
• need to consider
combined
stresses
• linear strain
• steel stress at or
below fy
• plot interaction
diagram
![Page 31: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/31.jpg)
Su2013abn Concrete Spans 31
Lecture 22
Architectural Structures
ARCH 331
Design Methods
• calculation intensive
– handbook charts
– computer programs
![Page 32: twenty two lecture - Texas A&M University](https://reader031.vdocuments.us/reader031/viewer/2022012102/6169fb2711a7b741a34d8186/html5/thumbnails/32.jpg)
Su2013abn Concrete Spans 32
Lecture 22
Architectural Structures
ARCH 331
Design Considerations
• bending at both ends
– P- maximum
• biaxial bending
• walls
– unit wide columns
– “deep” beam shear
• detailing
– shorter development lengths
– dowels to footings