Superposition Method - Architectural Structures - Guide, Study notes of Structural Design and Architecture

This is study guide of Architectural Structures. Few points from this study guide are: Superposition Method, Normal Stress, Shear Stress, Bearing Stress, Relation of Strain to Stress, Yield Strength, Ultimate Strength, Factor of Safety, Method Of Sections, Free Body Diagram

Typology: Study notes

2011/2012

Uploaded on 12/22/2012

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Study Guide for Quiz 2
This guide is not providing “answers” for the conceptual questions. It is a list of topical concepts
and their application you should be familiar with. It is an aid to help prepare for the quiz.
Covers material of Lectures 5, 6, 7 & 8
Scale (square-cube) effect
Normal stress (compression & tension)
Shear stress (non beams)
Bearing stress
Bending & shear stress (beams)
Torsional (shear) stress
Relation of strain to stress & Modulus of
Elasticity
Stiffness (relative to AE/L through )
Brittle, Ductile & Semi-brittle material
behavior
Yield strength (or point & proportional
limit)
Ultimate strength
Strength vs. stress
Rupture / Fatigue behavior
Orthotropic vs. Isotropic vs. Anisotropic
materials
Creep
Stress concentration
Thermal vs. elastic strains
Geometric constraints
Dynamics vs. Statics
Serviceability
Deformation with stress (deflection &
elongation)
Superposition Method
Allowable Stress Design
Load and Resistance Factor Design
Factored loads
Resistance Factors
“Design” values vs. “Capacity”
Factor of Safety
Equilibrium
Newton’s Third Law
Method of Sections
Coplanar parallel force systems
Free Body Diagram
Reactions at a support and relationship
to motion prevented
Short link or cable, roller, rocker, pin or
hinge, smooth surface, rough surface,
fixed
Negative result for a variable from
equilibrium equations from free body
diagram
“Best” location for summation of
moment
Statically Determinate vs. Indeterminate
Direction and type of force in a cable
with relation to geometry
Two-force bodies and relationship to
loads
Three-force bodies
Concentrated loads
Distributed loads – uniform / non-
uniform & hydrostatic
Beam support configurations
Simply supported
Overhang
Cantilever
Continuous
w vs. W
Equivalent center of load area
Types of beam stresses
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Study Guide for Quiz 2

This guide is not providing “answers” for the conceptual questions. It is a list of topical concepts and their application you should be familiar with. It is an aid to help prepare for the quiz.

Covers material of Lectures 5, 6, 7 & 8

 Scale (square-cube) effect

 Normal stress (compression & tension)

 Shear stress (non beams)

 Bearing stress

 Bending & shear stress (beams)

 Torsional (shear) stress

 Relation of strain to stress & Modulus of Elasticity

 Stiffness (relative to AE/L through )

 Brittle, Ductile & Semi-brittle material behavior

 Yield strength (or point & proportional limit)

 Ultimate strength

 Strength vs. stress

 Rupture / Fatigue behavior

 Orthotropic vs. Isotropic vs. Anisotropic materials

 Creep

 Stress concentration

 Thermal vs. elastic strains

 Geometric constraints

 Dynamics vs. Statics

 Serviceability

 Deformation with stress (deflection & elongation)

Superposition Method

 Allowable Stress Design

 Load and Resistance Factor Design

 Factored loads

 Resistance Factors

 “Design” values vs. “Capacity”

 Factor of Safety  Equilibrium  Newton’s Third Law  Method of Sections  Coplanar parallel force systems  Free Body Diagram  Reactions at a support and relationship to motion prevented  Short link or cable, roller, rocker, pin or hinge, smooth surface, rough surface, fixed  Negative result for a variable from equilibrium equations from free body diagram  “Best” location for summation of moment  Statically Determinate vs. Indeterminate  Direction and type of force in a cable with relation to geometry  Two-force bodies and relationship to loads  Three-force bodies  Concentrated loads  Distributed loads – uniform / non- uniform & hydrostatic  Beam support configurations  Simply supported  Overhang  Cantilever  Continuous  w vs. W  Equivalent center of load area  Types of beam stresses

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 Prestressing or post tensioning

 Influence of moment, material, and cross section on deflected shape

 Internal shear, axial force & bending moment

 Inflection point

 The Equilibrium Method

 The Semigraphical Method

 Areas under a curve and change

 Effect of forces on shear diagram

 Effect of moments on moment diagram  Location of zero shear ( x ) and relation to maximum moment  How to find location of zero shear  Slope relationships with integration  Positive vs. negative bending moment “shape”  How to use Beam Diagrams and Formula for shear and bending moment

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