INTRODUCTION TO STRUCTURAL ANALYSIS AND LOADS
Introduction To Structural Analysis
Historical Background
Role Of Structural Analysis In Structural Engineering Projects
Classification Of Structures
Analytical Models
Summary
Loads On Structures
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Dead Loads
Live Loads
Impact
Wind Loads
Snow Loads
Earthquake Loads
Hydrostatic And Soil Pressures
Thermal
Load Combinations
Summary
Problems
PART TWO ANALYSIS OF STATICALLY DETERMINATE STRUCTURES
Equilibrium And Support Reactions
Equilibrium Of Structures
External And Internal Forces
Types Of Supports For Plane Structures
Static Determinacy, Indeterminacy, And Instability
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Structural Equation Modeling
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Computation Of Reactions
Principle Of Superposition
Reactions Of Simply Supported Structures Using Proportions
Summary
Problems
Plane And Space Trusses
Assumptions For Analysis Of Trusses
Arrangement Of Members Of Plane Trusses—Internal
Stability
Equations Of Condition For Plane Trusses
Static Determinacy, Indeterminacy, And Instability Of Plane
Trusses
Analysis Of Plane Trusses By The Method Of Joints
Analysis Of Plane Trusses By The Method Of Sections
Analysis Of Compound Trusses
Complex Trusses
Space Trusses
Summary
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Beams And Frames: Shear And Bending Moment
Axial Force, Shear, And Bending Moment
Shear And Bending Moment Diagrams
Qualitative Deflected Shapes
Relationships Between Loads, Shears, And Bending Moments
Static Determinacy, Indeterminacy And Instability Of Plane
Frames
Analysis Of Plane Frames
Summary
Problems
Deflections Of Beams: Geometric Methods
Equation For Beam Deflection
Direct Integration Method
Superposition Method
Moment Area Method
Bending Moment Diagrams By Parts
Conjugate Beam Method
Summary
Problems
Deflections Of Trusses, Beams, And Frames: Work–Energy Methods
Work
Principle Of Virtual Work
Deflections Of Trusses By The Virtual Work Method
Deflections Of Beams By The Virtual Work Method
Deflections Of Frames By The Virtual Work Method
Conservation Of Energy And Strain Energy
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Castigliano’s Second Theorem
Law And Maxwell’s Law Of Reciprocal Deflections
Summary
Problems
Influence Lines
Influence Lines For Beams And Frames By Equilibrium
Method
Principle And Qualitative Influence Lines
Influence Lines For Girders With Floor Systems
Influence Lines For Trusses
Influence Lines For Deflections
Summary
Problems
Application Of Influence Lines
Response At A Particular Location Due To A Single Moving
Concentrated Load
Response At A Particular Location Due To A Uniformly
Distributed Live Load
Response At A Particular Location Due To A Series Of Moving
Concentrated Loads
Absolute Maximum Response
Summary
Problems
Analysis Of Symmetric Structures
Symmetric Structures
Symmetric And Antisymmetric Components Of Loadings
Behavior Of Symmetric Structures Under Symmetric And
Antisymmetric Loadings
Procedure For Analysis Of Symmetric Structures
Summary
Problems
Introduction To Statically Indeterminate Structures
Advantages And Disadvantages Of Indeterminate Structures
Analysis Of Indeterminate Structures
Summary
Approximate Analysis Of Rectangular Building Frames
Assumptions For Approximate Analysis
Analysis For Vertical Loads
Analysis For Lateral Loads—Portal Method
Analysis For Lateral Loads—Cantilever Method