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This is study guide of Architectural Structures. Few points from this study guide are: Load Combinations, Concrete Cover and Purpose, Clear Span, Design Methodology, Load and Resistance, Working Loads, Factored Loads, Density of Materials, Relation to Weight, Load Combinations
Typology: Study notes
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Constituents to make concrete
Construction: cast-in-place, prestress, post- tension, ... & finishing/casting terms
Behavior in compression vs. tension of concrete
Design methodology
Load and Resistance Factor Design
Working loads
Factored loads
Resistance Factors
“Design” values vs. “Capacity”
Density of materials and relation to weight
Load types (and directions) (like D, L, S ...)
Load combinations
Minimum Design Loads & Requirements
Serviceability and limits
Creep
“composite”
Transformed section
Depth of the Whitney stress
Moment capacity (or ultimate strength) vs. nominal moment (or strength)
Factored design moment (or shear or ....)
Design stress in reinforcement
Design stress in concrete (28-day)
Effective depth vs. depth of a beam
Reinforcement grades
Reinforcement ratio
Under-reinforced vs. over-reinforced
Purpose of minimum reinforcement area requirement
Why development length is necessary
Use of Strength Design Curves (Rn)
Depth with respect to span length and shape
Purpose of stirrup requirement when concrete capacity is available
Shrinkage Cracks Concrete cover and purpose Clear span / span length #3 bar (meaning of the numeral) Why bars need space between/around them Purpose of compression reinforcement T-section behavior and stresses in flange Precast load tables One-way slabs design and “unit” strip One-way shear vs. two-way shear (load & strength) Stirrup strength Location of maximum shear in beams Why torsional shear stirrups are “closed” Torsional (shear) stress (and where maximum occurs) Shear stress in round, rectangular, open and closed thin-walled sections Development/embedment length I transformed, I-cracked, E as a function of weight and cracking Minimum thicknesses for deflection control Plate vs. Flat Slab Openings redistribute stress (or cause concentrations) and increase deflections Openings should be reinforced for stresses and deflection control Continuous beam or slab analysis with coefficients Composite construction Space frame behavior Space frame supports and loads Folded plate behavior Folded plate buckling and stiffness requirements Design vs. analysis