CIVE3205 - Steel I
Steel Design
Steel I Notes
Recent Revisions
Study Guide
Handbook Tables
Aid Sheet Final Exam
Tension Members
Procedures
In-Class Problems
Examples and Solved Problems
T01: Net Areas in Plates
T03: Shear Lag in Welded Angle
T04: Shear Lag in Welded Plate
T05: Shear Lag in Welded HSS
T07: Tension Resistance, Web-bolted channel
T08: Block Shear in Plates
T09: Block Shear in Tees
T10: Weld Balancing
T11: Pinned Tension Member
TPS-1: Net Areas
TPS-2: Tension Resistance
Design Examples
TD40: Design of Slotted HSS
Connections
Examples
C10: Bolted Lap Splice
C20: Bolted Angle Connection
C30: Beam-Girder Connection
C45: Cover Plate Weld Design
C50: Combined Shear and Tension in Bolts
C60: Eccentrically Loaded Bolted Connections
CPS: Suggested Problems
Axial Compression
Examples
AC10: Axially Loaded Columns
AC11: Use of Resistance Tables
AC15: HSS Column Strength
AC20: Elastic Local Buckling
AC30: Built-up Sections
AC40: Built-up Sections (Double Angle Strut)
AC42: Built-up Sections with Elastic Local Buckling
AC50: Effective Length Factors
ACPS: Suggested Problems
Flexural Members
Examples
F10: Bracing Effects
F20: Beam Selection (1)
F30: Beam Selection (2)
FPS: Suggested Problems
Beam-Columns
Examples
BC05: Interaction Curves
BC10: Eccentrically Loaded Column
BC20: Eccentrically Loaded Column (2)
BC30: Beam-column in braced frame
BC35: Beam-column in unbraced frame
BC40: Lecture Example
BCPS: Suggested Problems
Notebooks
BC05: Interaction Curves
BC40: Lecture Example
Notebooks (Optional)
Introduction
Tension Members
Procedures
Example Problems
T01: Net Areas (with units)
T10: Lap Splice
T15: Angle, Bolted One Leg
T20: W Brace
T30 v9: HSS Brace
Geek (Really Optional)
Introduction
Programming Style 1
Programming Style 2
Experiments
Experimental Notebooks
Tension Members
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AC10: Axially Loaded Columns
Axially Loaded Compression Members
AC10: Axially Loaded Columns
Basic axially loaded column examples.
AC10-1
Basic Strength Calculation
AC10-2
Basic Strength Calculation - mid-height brace in one direction
AC10-3
Column Selection
AC10-4
Column Selection, using Factored Axial Compressive Resistance tables
