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This study guide covers the topical concepts and their applications related to steel design and construction, including design methodologies, steel grades, load tracing, deflections, lateral buckling, allowable stress design, load and resistance factor design, unified design method, factored loads, resistance factors, load types, load combinations, minimum design loads, serviceability, economical selection, use of beam moment capacity charts, equivalent distributed load, joist vs. Beam vs. Girder, plate girder, web stiffener plates, decking, open web joist, gusset plate, method of sections, truss configurations, zero-force member, and diagonal tension. It is based on lectures 16 & 17 and aims to help prepare for quiz 8.
Typology: Study notes
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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 16 & 17
Design methodologies
Steel grades (standard properties)
Yield strength vs. ultimate strength
Local buckling in web & flange
Bearing on flange
Plastic section modulus
Plastic moment & plastic hinges
Braced vs. unbraced length
W (first number meaning) x (second number meaning)
Area of web
Load tracing & tributary width (vs. area)
Self-weight
Neutral axis, section modulus, Q, extreme fiber
Use of Beam Diagrams and Formulas
Deflections & superpositioning (+ units)
Lateral buckling (and bracing)
Allowable Stress Design
Load and Resistance Factor Design
Unified Design Method
Factored loads
Resistance Factors
“Design” values vs. “Capacity”
Factor of Safety
Load types (and directions) (like D, L, S ...) Load combinations Minimum Design Loads & Requirements Serviceability and limits Economical selection by S or Z charts Design vs. analysis Use of beam moment capacity charts Equivalent distributed load based on a maximum moment Use of Load Tables Joist vs. beam vs. girder Plate girder Web stiffener plates Decking (composite vs. non) Open web joist Gusset plate Method of Sections “Best” location for summation of moment Truss configurations and assumptions for analysis Zero-force member Special truss member configurations at joints and conditions Compound truss Diagonal tension counters and solution method