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A study guide for quiz 5, covering the material of lectures 15 to 18. It includes a list of topical concepts related to steel materials, grades, yield strength, ultimate strength, local and lateral buckling, bearing on flange, plastic moment, plastic hinges, design methodologies, and various load types and combinations. It serves as an aid to help prepare for the quiz.
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 15, 16, 17 & 18
Steel materials, hot-rolled, cold-formed, corrosion, fatigue, strength loss with heat
Steel grades (standard properties)
Yield strength vs. ultimate strength
Local buckling in web & flange
Lateral torsional buckling
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)
Design methodologies
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 Horizontal distribution of sloped dead load Depth with respect to span length and shape Joist vs. beam vs. girder Plate girder Web stiffener plates Decking (composite vs. non) Open web joist 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, space truss, tensegrity Diagonal tension counters and solution method Lateral bracing and trusses Compression and trusses
Indeterminate trusses
Slenderness criteria & l/r
with respect to least radius of gyration
kl/r limit for steel
Compact section criteria
Use of column load capacity charts
Check for column design efficiency
Bolt designations
Gross area
Effective net area
Area of web
Connection types
Weld strengths
Throat thickness
Fillet, butt, plug, slot
Coping Tension member, spacing and gage Shear lag Gusset plates Simple shear connector Single vs. double shear Capacity of a connection Block Shear Rupture Effective length, K & bracing Beam-Columns Combined bending and compression – interaction P- effect Eccentricity