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 |