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This is study guide of Architectural Structures. Few points from this study guide are: Statics, Perpendicular, Result of Acceleration, Mass and Weight, Law of Transmissibility, External Forces, Tension and Compression, Vectors and Scalars, Parallelogram Law, Resultant of a Force
Typology: Study notes
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Sin, Cos, Tan, opposite, adjacent & hypotenuse
Perpendicular
Result of acceleration on a mass and Weight
Law of transmissibility
Internal vs. external forces
Tension and compression
Collinear, Coplanar, Space, Concurrent & Parallel force systems
Vectors and scalars
Scale
Parallelogram law
Tip-to-tail method
Resultant of a force
Component of a force
Moment of a force
Varignon’s Theorem of moments
Moment Couple
Equivalent Force Systems
Equilibrium
Newton’s First Law
Direction and type of force in a cable with relation to geometry
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
Two-force bodies and relationship to loads
Three-force bodies
Pin connections
Method of Joints
Method of Sections
Actions vs. reactions
What happened to the Wonderful “one-Hoss Shay”
Truss configurations and assumptions for analysis
Zero-force member
Special truss member configurations at joints and conditions
Basis of graphical truss analysis (aka Maxwell’s diagram)
Compound truss
Diagonal tension counters and solution method
Pinned arches and frames
Rigid vs. non-rigid pinned frames
Rigid frame behavior
Free Body Diagram rule for force at a pin of a frame
Connection types and load/moment transfer
Types and purpose of bracing
One-way vs. two-way slab behavior
Bearing, shear, curtain walls ...
Shallow foundations: spread, wall, mat
Deep foundations: piles, pile caps, grade beams
Framing system choices exist
System selection and design should NOT be the last phase of design
Normal stress (compression & tension)
Shear stress (non beams)
Bearing stress
Bending & shear stress (beams)
Torsional (shear) stress (with respect to shape and where maximum occurs)
Relation of strain to stress & Modulus of Elasticity
Brittle, Ductile & Semi-brittle material behavior
Yield strength (or point & proportional limit)
Elastic vs. plastic range
Ultimate strength
Strength vs. stress
Rupture / Fatigue behavior
Orthotropic vs. Isotropic vs. Anisotropic materials
Stress concentration
Thermal vs. elastic strains
Geometric constraints
Serviceability
Deflections & elongation
Stiffness (relative to EI/L through Δ, or AE/L through δ)
Superpositioning
Single vs. double shear
Load tracing & tributary width (vs. area)
Concentrated loads
Distributed loads – uniform / non-uniform
Simply supported
Overhang
Cantilever
Continuous
w vs. W
Rafter, joist, girder, decking, pilasters, bearing walls
Equivalent center of load area
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
Slope relationships with integration
Composite shape
Centroid, moment of inertia, Q , radius of gyration
Neutral axis, section modulus, Q, extreme fiber
Negative area method
Parallel axis theorem
Maximum bending stress (& location along length and in cross section)
Maximum shear stress (& location along length and in cross section)
Maximum shear stress by beam shape (proper equations)
Shear flow and shear center
Connected area
Nail capacity and pitch for resisting longitudinal shear
Lateral buckling (and bracing)
Stress types in beams
Self-weight
Deflections & superpositioning (+ units)
Use of Beam Diagrams and Formulas