Study Guide for Quiz 5: Steel Structures and Design, Study notes of Structural Design and Architecture

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.

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2011/2012

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Study Guide for Quiz 5
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
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Study Guide for Quiz 5

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

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 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

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