Study Guide
Lecture | Topic | Study Material |
---|---|---|
2020-01-16 | Introduction to Tension Members | Recorded Lecture |
" | S16-14: 13.2 | |
" | Gross and Net Areas | Recorded Lecture |
" | Recorded Lecture | |
" | S16-14: 12 | |
" | Class Example T-2i | |
" | Kulak and Grondin: 3.1, 3.2, 3.6 | |
2020-01-21 | Net Areas of Angles | Recorded Lecture |
2020-01-23 | Block Shear | Recorded Lecture |
" | S16-14: 13.2, 13.11 | |
" | CISC HB: 2-50 to 2-54 | |
" | Class Example T-3i | |
" | Examples T07, T08, T09 | |
" | Kulak and Grondin: 3.4, Example 3.3 | |
" | Shear Lag and Net Areas | Recorded Lecture |
" | S16-14: 12.3.3.1, 12.3.3.2 | |
" | CISC HB: 2-27 to 2-29 | |
" | Kulak and Grondin, 3.3, Example 3.2 | |
2020-01-30 | Effective Net Areas, Welded members (Shear Lag) | Recorded Lecture |
" | S16-14 12.3.3.3, 12.3.3.4 | |
" | Examples T03, T04, T05 | |
" | Kulak and Grondin: 3.3, Example 3.1 | |
" | Fastener Strength (Bolts) | Recorded Lecture |
" | S16-14 13.12.1.2 | |
" | Examples C10, C20 | |
2020-02-06 | Bolts in Tension | Recorded Lecture |
" | Combined Tension and Shear | S16-14: 13.12.1.3, 13.12.1.4 |
" | Example C50 | |
" | Kulak and Grondin, 9.7 | |
" | Fillet Welds | Recorded Lecture |
" | S16-14: 13.13.2.2 | |
2020-02-13 | Design of a Tension Member | Recorded Lecture |
" | (Slotted HSS) | Example TD40 |
" | CISC HB, pages 3-108 to 3-112 | |
2020-02-27 | Axial compression. Local buckling. Strength. Design. | Recorded Lecture |
" | Examples AC10 (done in class) | |
" | Example AC11 | |
" | Example AC15 | |
" | Example AC20 (background done in class) | |
" | HW-3 | |
" | S16-14: 10.4.2, 11.2, 11.3, 13.3.1, 13.3.5, Table 1 | |
" | CISC HB: pp 4-15, 4-16 (example) | |
" | CISC HB: pp 4-13, 4-14, pp 4-17 thru 4-100 (design tables) | |
" | Kulak & Grondin: 4.1, 4.2, 4.3, 4.4, 4.5, 4.6, 4.7, 4.8; Examples 4.1, 4.2, 4.3 | |
2020-03-05 | Effective length factor, built-up sections | Recorded Lecture |
" | HSS peculiarities | CISC HB Page 6-20, 4-15, 4-16 |
" | Residual stresses, values of n | CISC HB pp 2-31 to 2-33 |
" | Effective length factors | S16-14: Annex F, Annex G |
" | Kulak & Grondin: 4.9, 4.10, 4.11, 4.12 | |
" | Example AC50 (partially done in class) | |
2020-03-10 | Built-up members | Recorded Lecture |
" | Example AC30 (partially done in class) | |
" | HW-4 | |
" | Kulak & Grondin: Example 4.4 | |
2020-03-12 | Axial Compression, last words | Recorded Lecture |
" | Flexural Torsional Buckling | S16-14: 13.3.2 (Awareness only) |
" | Single angles | S16-14: 13.3.3 (Awareness only) |
2020-03-12 | Flexural Members (Beams) | Recorded Lecture |
" | Background, theory | Kulak & Grondin: Sections 5.1, 5.2 |
" | Failure modes: flexure, local buckling | Kulak & Grondin 5.3, 5.4, 5.5 |
" | Failure modes: shear | Kulak and Grondin 5.8 |
" | Failure modes: deflection | Kulak and Grondin 5.9 |
" | Failure modes: Lateral torsional buckling | Kulak and Grondin 5.10 |
" | Deflection | S16-14 6.3, Annex D |
" | Bending, laterally supported beams | S16-14 13.5 |
" | Bending, laterally unsupported beams | S16-14 13.6 a), Table 2 |
" | Shear | S16-14 13.4.1 |
" | Beam selection tables | CISC HB pp. 5-9 to 5-27 |
" | Example Problems | Flexure problems |
" | Kulak and Grondin: Examples 5.1, 5.2, 5.3, 5.4, 5.5, 5.6 | |
2020-03-19 | Use of Beam Selection Tables | Part-1: Example F40 |
" | CISC HB, pages 5-9 to 5010, 5-14 to 5-29 | |
" | S16-14: 13.5 a), 13.5 b), 13.6 a), 13.6 b) | |
" | Class 4 Sections | Part-2: Example F50 |
" | S16-14: 13.6 b), 13.5 c) | |
" | Gerber systems (Limits of S16) | Part-3: Gerber Systems |
" | S16-14: 13.6 d) | |
2020-03-26 | Beam Columns | Part 1: Introduction, Interaction Curves, Failure Modes, Local Buckling |
" | Part 2: Braced Frames, Second Order Effects, Intro to S16-14 13.8.2 | |
" | Part 3: Example BC40 | |
" | Interaction Curves Example BC05 | |
" | S16-14: 10.3.1, 10.3.2, 10.3.3, 13.8.1, 13.8.2, 13.8.4, 13.8.5 | |
" | Beam Column Examples | |
" | Kulak & Grondin, 8.4, Examples 8.3, 8.4, 8.5, 8.6, 8.7, 8.8 | |
2020-04-02 | Use of CISC Handbook Tables | Part 1: Example BC40b |
" | CISC HB: 4-101 to 4-110, Beam Selection Tables, Compressive Resistance Tables | |
" | CISC HB: Example beam-column, page 4-111 | |
" | List of Useful CISC Handbook Tables |