Carpet flammability test (Hot nut metal method BS:4790:1987)
A STRUCTURES FORM, BEHAVIOR, AND DESIGN RCH 331 R. A NICHOLS ALL 2014 twenty eight...
Transcript of A STRUCTURES FORM, BEHAVIOR, AND DESIGN RCH 331 R. A NICHOLS ALL 2014 twenty eight...
![Page 1: A STRUCTURES FORM, BEHAVIOR, AND DESIGN RCH 331 R. A NICHOLS ALL 2014 twenty eight lecturefaculty.arch.tamu.edu/media/cms_page_media/4790/lect28.pdf · 2014-08-29 · Lecture 28 Architectural](https://reader034.fdocuments.us/reader034/viewer/2022042308/5ed4f290e323165b640de102/html5/thumbnails/1.jpg)
F2014abnMasonry Construction 1Lecture 28
Architectural StructuresARCH 331
lecture
twenty eight
masonry construction:beams & columns
www.tamu.edu
ARCHITECTURAL STRUCTURES:
FORM, BEHAVIOR, AND DESIGN
ARCH 331
DR. ANNE NICHOLS
FALL 2014
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F2014abnMasonry Construction 2Lecture 28
Architectural StructuresARCH 331
Office Hours
link to posted schedule
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F2014abn
• Masonry Standards Joint Committee
– ACI, ASCE, TMS
– ASD (+empirical)
• linear-elastic stresses
– LRFD added in 2002
– referenced by IBC
– unreinforced allows tension in flexure
– reinforced - all tension in steel
– walls are also in compressionMasonry Construction 3Lecture 28
Architectural StructuresARCH 331
Masonry Design
International Masonry Institute (Brian Trimble)
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F2014abnMasonry Construction 4Lecture 28
Architectural StructuresARCH 331
Masonry Beam & Wall Design
• reinforcement increases capacity &
ductility
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F2014abnMasonry Construction 5Lecture 28
Architectural StructuresARCH 331
Masonry Design
BIA Teknote 17 series
grout
unit
t
d n.a.
STRAIN STRESS
As
fm
kd
εs
M
Ts=Asfsfs/n
εm Cm=fmb(kd)/2
jd
bd
A s=ρ
• fs is not the yield stress
• fm is the stress in the masonry
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F2014abnMasonry Construction 6Lecture 28
Architectural StructuresARCH 331
Masonry Materials
• units
– stone, brick, concrete block, clay tile
www.GlenGerybrick.comNational Concrete Masonry Association
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F2014abnMasonry Construction 7Lecture 28
Architectural StructuresARCH 331
Masonry Materials
• mortar
– water, masonry cement, sand, lime
– types:
• M higher strength – 2500 psi (ave.)
• S medium high strength – 1800 psi
• N medium strength – 750 psi
• O medium low strength – 350 psi
• K low strength – 75 psi
W
R
A
O
National Concrete Masonry Association
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F2014abnMasonry Construction 8Lecture 28
Architectural StructuresARCH 331
Masonry Materials
• rebar
• grout
– fills voids and fixes rebar
• prisms
– used to test strength, f′m
• fire resistant
Ryan-Briggs Associates
National Concrete Masonry Association
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F2014abnMasonry Construction 9Lecture 28
Architectural StructuresARCH 331
Masonry Materials
• moisture resistance – weathering index
for brick
– bond and detailing
– expansion or shrinking from water
• provide control joints
• parapets, corners, long walls
parapet with no
control joint
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F2014abnMasonry Construction 10Lecture 28
Architectural StructuresARCH 331
Allowable Masonry Stresses
• tension - unreinforced only
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F2014abnMasonry Construction 11Lecture 28
Architectural StructuresARCH 331
Masonry Walls
tension normal to bed joints
tension parallel to bed joints
Not allowed in
MSJC code
strong units weak units
WALLS
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F2014abnMasonry Construction 12Lecture 28
Architectural StructuresARCH 331
Allowable Masonry Stresses
• flexure
– Fb = 1/3 f’m (unreinforced)
– Fb = 0.45 f’m (reinforced)
• shear, unreinforced masonry
– Fv = ≤ 120 psi
• shear, reinforced masonry
– M/Vd ≤ 0.25: Fv =
– M/Vd ≥ 1.0: Fv=
mf. ′51
mf. ′03
mf. ′02
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F2014abnMasonry Construction 13Lecture 28
Architectural StructuresARCH 331
Allowable Reinforcement Stress
• tension
a) Grade 40 or 50 Fs = 20 ksi
b) Grade 60 Fs = 32 ksi
c) Wire joint Fs = 30 ksi
• *no allowed increase by 1/3 for
combinations with wind & earthquake
– did before 2011 MSJC code
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F2014abn
MSJC: Fs = 20 ksi, 24 ksi or 30 ksi by type
Masonry Construction 14Lecture 23
Architectural Structures IIIARCH 631
Reinforcement, Ms
grout
unit
t
d n.a.
As
Ts=Asfs
Cm=fmb(kd)/2
jd
ΣF=0:
ΣM about Cm:
kd
2
kdbffA mss =
if fs=Fs (allowable) the moment capacity is limited by the steel
s2
sss jfρbdjdfAM ==
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F2014abnMasonry Construction 15Lecture 23
Architectural Structures IIIARCH 631
Reinforcement, Mm
grout
unit
t
d n.a.
As
Ts=Asfs
Cm=fmb(kd)/2
jd
ΣF=0:
jkbdf5.0jd2
kdbfM 2
mmm ==
kd
MSJC Fb =0.33f’m
2
kdbffA mss =
if fs=Fs (allowable) the moment capacity is limited by the steel
ΣM about Ts:
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F2014abnMasonry Construction 16Lecture 28
Architectural StructuresARCH 331
Masonry Lintels
• distributed load
– triangular or trapezoidal
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F2014abnMasonry Construction 17Lecture 28
Architectural StructuresARCH 331
Strategy for RM Flexural Design
• to size section and find reinforcement
– find ρb knowing f’m and fy– size section for some ρ < ρb
• get k, j
•
• get b & d in nice units
– size reinforcement (bar size & #):
– check design:
sjF
Mbd
ρ=2 needs to be sized
for shear also
jdF
MA
s
s =
bb
sss
Fjkbd.
Mf
MjdFAM
<=
>=
250
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F2014abnMasonry Construction 18Lecture 28
Architectural StructuresARCH 331
Ultimate Strength Design
• LRFD
• like reinforced concrete
• useful when beam shear is high
• improved inelastic
model
– ex. earthquake loads
T
β1c
0.80f’m
C2
c1β
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F2014abnMasonry Construction 19Lecture 28
Architectural StructuresARCH 331
Masonry Columns and Pilasters
• must be reinforced
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F2014abnMasonry Construction 20Lecture 28
Architectural StructuresARCH 331
Masonry Columns and Pilasters
• considered a column when
b/t<3 and h/t>4• b is width of “wall”
• t is thickness of “wall”
• slender is
– 8” one side
– h/t ≤ 25
• needs ties
• eccentricity may be required
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F2014abnMasonry Construction 21Lecture 28
Architectural StructuresARCH 331
Masonry Columns
– allowable axial load
h/r ≤ 99
h/r > 99
h = effective length
r = radius of gyration
An = effective area of masonry
Ast = effective area of column reinforcement
Fs = allowable compressive stress in column reinforcement
[ ]
−+′=
2
1401650250
r
hFA.Af.P sstnma
[ ]2
70650250
+′=
h
rFA.Af.P sstnma
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F2014abnMasonry Construction 22Lecture 28
Architectural StructuresARCH 331
Masonry Walls (unreinforced)
– allowable axial stresses
h/r ≤ 99 h/r > 99
−′=
2
140125.0
r
hfF ma
2
7025.0
′=
h
rfF ma
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F2014abnMasonry Construction 23Lecture 28
Architectural StructuresARCH 331
0.1≤+b
b
a
a
F
f
F
f
Design
• masonry columns and walls
– h/r < 99
– h/r > 99
−′=
2
140125.0
r
hfF ma
2
7025.0
′=
h
rfF ma
mb fF ′= 33.0
andtab Fff ≤−
(unreinforced)
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F2014abnMasonry Construction 24Lecture 28
Architectural StructuresARCH 331
Design
• masonry columns and walls - loading
– wind loading
– eccentric axial load
– “virtual” eccentricity, e1h
P
e w
eoP
M V
P
w weoP
V
Pe1
P
Me =
1
virtual eccentricity
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F2014abnMasonry Construction 25Lecture 28
Architectural StructuresARCH 331
Design
• masonry columns and walls – with rebar
– wall reinforcement usually at center and ineffective
in compression
bba Fff ≤+ provided aa Ff ≤
grout
unit
t
d n.a.
BENDING STRESS
As
fm
M
Ts=Asfsfs/n
Cm=fmb(kd)/2
jd
fa = P/A
AXIAL STRESS
∑ −== sm TCPFfor equilibrium:
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F2014abnMasonry Construction 26Lecture 28
Architectural StructuresARCH 331
Design Steps Knowing Loads
1. assume limiting stress
• buckling, axial stress, combined stress
2. solve for r, A or S
3. pick trial section
4. analyze stresses
5. section ok?
6. stop when section is ok
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F2014abnMasonry Construction 27Lecture 28
Architectural StructuresARCH 331
Final Exam Material
• my list:
– systems
• components & levels
• design considerations
– equilibrium - ΣF & ΣM
• supports, trusses, cables, beams, pinned frames,
rigid frames
– materials
• strain & stress (E), temperature, constraints
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F2014abnMasonry Construction 28Lecture 28
Architectural StructuresARCH 331
Final Exam Material
• my list (continue):
– beams
• distributed loads, tributary width, V&M, stresses, design, section properties (I & S),
pitch, deflection
– columns
• stresses, design, section properties (I & r)
– frames
• P, V & M, P-∆, effective length with joint stiffness, connection design, tension
member design
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F2014abnMasonry Construction 29Lecture 28
Architectural StructuresARCH 331
Final Exam Material
• my list (continued):
– foundations
• types
• sizing & structural design
• overturning and sliding
– design specifics
• steel (ASD & LRFD)
• concrete
• wood
• masonry