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Segui text and LRFD Manual

Posted on August 2, 2021 by Abigail Stason

Pages covered in class and reading assignments:

NOTE! THESE PAGE NUMBERS ARE FROM THE SEGUI 4TH EDITION AND THE 13TH EDITION AISC.

Pages Covered
(Segui page numbers approximate)
Material of Interest
Segui VIII – X Preface
Segui 1 thru 15 Introduction
Segui 19 thru 30 Concepts
Segui 34 – 35 Tension members
Manual 2-4 Applicable Specs
Manual 2-6 thru 10 LRFD Design Fundamentals. Load and Resistance Factors.
Manual 2-39 thru 41 Steel Properties
Commentary 16.1-206 HSS steel properties
Manual 5-2 thru 4 Areas, Shapes
Manual 16.1-26 thru 31 Tension members.  Gross, net, effective areas
Manual 16.1-29 Shear Lag Factors
Commentary 16.1-249 thru 255 Tension commentary
Segui 35-52 Design strength for tension members – gross area, net area
Segui 52-54 Block shear
Manual 16.1-111 thru 113 Specs – Block shear, Agv, Agt, Anv, Ant, Ubs
Manual 16.1-350 Commentary – Block shear, Agv, Agt, Anv, Ant, Ubs
Segui 54-59 Design of tension members
Manual 5-14 thru 17 Available Tensile Strength in Angles (typical)
Manual 1-42 thru 43 Angle properties (typical)
Segui 60 thru 71 Other tension members
Segui 86-93 Compression members
Commentary 16.1-240 thru 242 Effective length table and nomographs
Segui 94 thru 95 AISC column load equations
Manual 16.1-32 thru 33 Manual column equations
Commentary 16.1-256 thru 260 Manual column commentary
Segui 96 thru 97 Local stability – for flange and web
Manual 16.1-14 thru 18 Manual limiting width/thickness ratios
Segui 98-99 Use of tables for compression members
Manual 4-318 Table 4-22 Available Critical Stress for Compression Members (typical)
Manual 4-13 Table 4-1 Available Strength in Axial Compression (typical)
Segui 100-102 Design of columns
Segui 103-107 More on effective length
Segui 108-111 Effect of girders on effective length
Segui 112-114 Effect of yielding on effective column length – tau
Manual 4-317 Stiffness Reduction Factor
Segui 139-145 Bending and Plastic Moment
Segui 146-148 Bending Stability
Manual 16.1-14 thru 17 Local Buckling – Limiting Width-Thickness Ratios
Commentary 16.1-223 thru 226 “
Segui 149-158 Bending Strength of Compact Shapes
Manual 16.1-54 thru 55 Plastic moment (section F6)
Manual 16.1-46 thru 48 Cb, Mp, LTB, Lp, Lb, Lr
Manual 3-10 Values of Cb for simply supported beams
Manual Table 3-2 pg 3-11 Zx, Zy, PhiMpx, PhiMrx, BF, Lp, Lr, Ix, PhivVnx
Segui 158-162 Bending Strength on non-compact shapes
Segui 163-166 Shear strength in beams
Manual 16.1-35-36 “
Segui 166-168 Block shear on beam supports
Manual 16.1-112 thru 113 “
Commentary 16.1-351 thru 352 “
Segui 168-170 Deflections
Segui 170-172 Design
Segui 172-176 Beam design charts
Manual 3-121 Typical allowable moment vs. unbraced lengths
Manual 3-17 Typical table Zx and other parameters for W shapes
Segui 178-182 Roof and framing systems
Segui 183-188 New Manual totally different – holes in beams
Manual 16.1-61 thru 62 Holes in beams
Segui 188-192 Open-web steel joists – new LRFD tables available from Steel Joist Institute
SJI LRFD Load Table Steel Joists
Segui 192-198 Beam Bearing Plates
Manual 16.1-116 thru 117 Web local yielding, web crippling
Manual 16.1-114 thru 115 Column bases and bearing on concrete
Manual 14-3 thru 14-6 Beam bearing plates, Column base plates for axial compression
Segui 198-202 Column base plates
Segui 202-207 Biaxial bending
Manual 16.1-70 thru 72 General – Combined forces sections H1.1 through H1.2
Manual 16.1-54 thru 55 Beams bent about their minor axis section F6
Segui 208-210 Roof purlins
Segui 229-232 Beam-columns, Interaction formulas
Segui 232 – 235 Moment amplification
Segui 236 – 237 Removed from new Manual – discard
Segui 237 – 240 Braced frames – moment amplification
Manual 16.1-19 thru 23 B1, B2, Cm, Amplification of first order analysis moments to get second order effects
Segui 240 – 241 Cm evaluation
Commentary 16.1-235 thru 237 Cm values for braced frames with transverse loading on member
Segui 242 – 248 Example problems – Beam columns braced frames
Segui 248 – 254 Beam columns – members in unbraced frames – B2
Segui 254-257 Design of beam columns – removed from Manual
Segui 284-293 Connections – spacing, edge distance
Manual 1-46 Workable Gages in Angle Legs
Segui 294-302 Bolts
Manual 16.1-102 thru 111 Bolts
Segui 302-316 Slip critical connections
Welds

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