Load Combinations - Architectural Structures - Guide, Study notes of Structural Design and Architecture

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

2011/2012

Uploaded on 12/22/2012

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Study Guide for Quiz 6
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 22, 23, 24 & 25
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
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Study Guide for Quiz 6

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 22, 23, 24 & 25

 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

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