Statistical Analysis

Cover
	Preface
		New to this edition.
		rewriting of Text Material.
		New Material added Throughout.
		New Problems.
		chapter rearrangement.
		Structural Modeling.
	ORganizatiOn and appROaCH
	HallmaRk elements
	COntents
	ResOuRCes fOR instRuCtORs
	ResOuRCes fOR students
	aCknOwledgments
1.1 IntroductIon
1.2  classIfIcatIon of structures
	Structural Elements.
		Tie Rods. Structural members that are subjected to a tensile force
		Beams.  Beams are usually straight horizontal members used primarily
		Columns.  Members that are generally vertical and resist axial
	Types of Structures.
		Trusses.  When the span of a structure is required to be long and its depth
		Cables and Arches. Two other forms of structures used to span long
		Frames.  Frames are often used in buildings and are composed of beams
		Surface Structures. A surface structure is made of a material having a
1.3 loads
	Dead loads.
	ExaMplE  1.1
	live loads.
		Building Loads.  The floors of buildings are assumed to be subjected to
	ExaMplE  1.2
		Highway Bridge Loads. The primary live loads on bridge spans are
		Railroad Bridge Loads.  The loadings on railroad bridges, as in Fig. 1–11,
		Impact Loads.  Moving vehicles may bounce or sidesway as they move
		Wind Loads.  When the speed of the wind is very high, it can cause massive
	Design Wind pressure for Enclosed buildings.
	ExaMplE  1.3
	Design Wind pressure for Signs.
		Snow Loads.  In some parts of the country, roof loading due to snow
	ExaMplE  1.4
		Earthquake Loads.  Earthquakes produce lateral loadings on a structure
		Hydrostatic and Soil Pressure. When structures are used to retain
		Other Natural Loads.  Several other types of live loads may also have
1.4  structural desIgn
	aSD.
	lRFD.
2.1  IdealIzed Structure
	Support Connections.
	Idealized Structure.
	Tributary loadings.
		One-Way System.  A slab or deck that is supported such that it delivers its
		Two-Way System.  If  1 … (L
	example  2.1
	example  2.2
	example  2.3
2.2  load Path
2.3  PrIncIPle of SuPerPoSItIon
2.4  equatIonS of equIlIbrIum
2.5  determInacy and StabIlIty
	Determinacy.
	example  2.4
	example  2.5
	example  2.6
	Stability.
		Partial Constraints. Instability can occur if a structure or one of its
		Improper Constraints.  In some cases there may be as many unknown
	example  2.7
2.6   aPPlIcatIon of the equatIonS
3.1  Common Types of Trusses
	Roof Trusses.
	Bridge Trusses.
	Assumptions for Design.
3.2   ClassifiCaTion of Coplanar
3.3  The meThod of JoinTs
	ExAmplE  3.2
	ExAmplE  3.3
3.4  Zero-forCe members
	ExAmplE  3.4
3.5  The meThod of seCTions
	ExAmplE  3.5
	ExAmplE  3.6
	ExAmplE  3.7
3.6  Compound Trusses
	ExAmplE  3.8
	ExAmplE  3.9
	ExAmplE  3.10
3.7  Complex Trusses
	ExAmplE  3.11
3.8  spaCe Trusses
	Determinacy and Stability.
	Assumptions for Design.
	Zero-Force members.
	ExAmplE  3.12
	ExAmplE  3.13
	Sec.
4.1   Internal loadIngs at a
4.2  shear and MoMent
4.3  shear and MoMent dIagraMs
4.4  shear and MoMent dIagraMs
4.5  MoMent dIagraMs
5.1 Cables
5.2  Cable subjeCted to
5.3  Cable subjeCted to a
5.4  Cable subjeCted to its own
5.5 arChes
5.6  three-hinged arCh
	ExamplE  5.5
	ExamplE  5.6
	ExamplE  5.7
6.1  Influence lInes
	ExamplE  6.1
	ExamplE  6.2
	ExamplE  6.3
	ExamplE  6.4
	ExamplE  6.5
	ExamplE  6.6
6.2  Influence lInes for Beams
	Concentrated Force.
	uniform load.
	ExamplE  6.7
	ExamplE  6.8
6.3  QualItatIve Influence lInes
	ExamplE  6.9
	ExamplE  6.10
	ExamplE  6.11
	ExamplE  6.12
6.4  Influence lInes for floor
6.5  Influence lInes for trusses
	ExamplE  6.15
	ExamplE  6.16
	ExamplE  6.17
6.6  maxImum Influence at
6.7  aBsolute maxImum shear
7.1  Deflection Diagrams anD the
7.2  elastic-Beam theory
	Tabulated Results.
7.3  the DouBle integration
7.4  moment-area theorems
	example  7.4
	example  7.5
	example  7.6
	example  7.7
	example  7.8
	example  7.9
	example  7.10
7.5  conjugate-Beam methoD
	Conjugate-beam Supports.
	example  7.11
	example  7.12
	example  7.13
	example  7.14
8.1  ExtErnal Work and Strain
8.2  PrinciPlE of Work
8.3  PrinciPlE of Virtual Work
8.4  MEthod of Virtual Work:
8.5  caStigliano’S thEorEM
8.6  caStigliano’S thEorEM
8.7  MEthod of Virtual Work:
8.8  Virtual Strain EnErgy
8.9  caStigliano’S thEorEM
9.1  Statically indeterminate
9.2  Force method oF analySiS:
9.3  maxwell’S theorem oF
9.4  Force method oF analySiS:
9.5  Force method oF analySiS:
9.6  Force method
9.7  comPoSite StructureS
	ExAMplE  9.9
9.8  Symmetric StructureS
9.9  inFluence lineS For
9.10   Qualitative inFluence lineS
10.1  Displacement methoD
10.2  slope-Deflection equations
	General Case.
	Angular Displacement at A,
	.
	Angular Displacement at B,
	.
	Relative Linear Displacement, .
	Fixed-End Moments.
	Slope-Deflection Equation.
10.3  analysis of Beams
	ExAMPLE  10.1
	ExAMPLE  10.2
	ExAMPLE  10.3
	ExAMPLE  10.4
10.4  analysis of frames:
10.5  analysis of frames: siDesway
	ExAMPLE  10.7
	ExAMPLE  10.8
	ExAMPLE  10.9
	ExAMPLE  10.10
11.1  General PrinciPles
11.2  MoMent distribution
11.3 stiffness-factor
11.4  MoMent distribution for
11.5  MoMent distribution for
12.1  Use of ApproximAte
12.2 trUsses
	ExamplE  12.1
	ExamplE  12.2
12.3  VerticAl loAds on BUilding
12.4  portAl frAmes And trUsses
	Frames.
		Pin Supported. A typical pin-supported portal frame is shown in
		Partial Fixity. Since it is both difficult and costly to construct a fixed
	trusses.
	ExamplE  12.4
12.5  lAterAl loAds on BUilding
12.6  lAterAl loAds on BUilding
13.1 IntroductIon
13.2  LoadIng ProPertIes of
13.3  moment dIstrIbutIon
13.4  sLoPe-defLectIon equatIons
14.1  Fundamentals oF the
14.2  member stiFFness matrix
14.3  displacement and Force
14.4  member Global stiFFness
14.5  truss stiFFness matrix
	ExaMplE  14.1
	ExaMplE  14.2
14.6  application oF the stiFFness
14.7  nodal coordinates
	ExaMplE  14.6
14.8  trusses havinG thermal
14.9  space-truss analysis
15.1  Preliminary remarks
	Member and Node Identification.
	Global and Member Coordinates.
	Code Numbers.
15.2  Beam-memBer stiffness
15.3  Beam-structure stiffness
15.4  aPPlication of the stiffness
16.1  Frame-member StiFFneSS
16.2  DiSplacement anD Force
16.3  Frame-member Global
16.4  application oF the StiFFneSS
17.1  General Structural
17.2  ModelinG a Structure
17.3  General application of
Appendix
	A.1  BAsic Definitions AnD types
	A.2  MAtrix operAtions
		Equality of Matrices.
		Addition and Subtraction of Matrices.
		Multiplication by a Scalar.
		Matrix Multiplication.
		Transposed Matrix.
		Matrix Partitioning.
	A.3 DeterMinAnts
	A.4  inverse of A MAtrix
		Chapter 4
		Chapter 7
		Chapter 2
		Chapter 3
		Chapter 4
		Chapter 7
		Chapter 8
		Chapter 9
		Chapter 1 2–13.  (a)   Stable and statically indeterminate to first degee.
		Chapter 2
		Chapter 3
		Chapter 4
		Chapter 5
		Chapter 6
		Chapter 7
		Chapter 9
		Chapter 10
		Chapter 11
		Chapter 1211–11.  M
		Chapter 13
		Chapter 14
		Chapter 15
		Chapter 16