Reference

Source coverage and verification

This is the resumable source checklist. A written page is not automatically a checked solution. “Checked” requires the recorded source/diagram/arithmetic review. Nested identifiers below each item track the requested subparts and intermediate checks. Source files are preserved byte-for-byte.

15 source files; 247 physical pages/slides after rendering the two-page Word note. 233 coverage records, including 19 numbered examples, 17 tutorial questions, 6 assignment groups and 35 past-paper subquestions.

Current item status	Count
checked	$212$
incomplete: source input/verification blocker	$21$

These counts concern source-content review. Browser verification is a separate open requirement; see the verification evidence and limitations.

Source	Pages/slides	Local original
s 01: Assignment/AY2627s 1-CON4334-Assignment 1.pdf	$2$	Open original file
s 02: Assignment/AY2627s 1-CON4334-Assignment 2.pdf	$2$	Open original file
s 03: CON4334-Module Syllabus-20260728.pdf	$4$	Open original file
s 04: LectureNotes/Ch 1_Introduction.pdf	$27$	Open original file
s 05: LectureNotes/Ch 2_Connection.pdf	$49$	Open original file
s 06: LectureNotes/Ch 3_Beam.pdf	$37$	Open original file
s 07: LectureNotes/Ch 4_Column.pdf	$41$	Open original file
s 08: LectureNotes/CON4334-Data File-20260730.pdf	$12$	Open original file
s 09: Pastpaper/22ENGTY033.pdf	$24$	Open original file
s 10: Pastpaper/23ENGTY004.pdf	$6$	Open original file
s 11: PPT/Joint Connections L2.pptx	$8$	Open original file
s 12: PPT/NOTE.docx	$2$	Open original file
s 13: PPT/Steel Beam Design L3.pptx	$11$	Open original file
s 14: PPT/Steel Column Design L4.pptx	$10$	Open original file
s 15: PPT/Structural Steelwork Design L1.pptx	$12$	Open original file

Syllabus page 1

Module CON4334 outcomes cover limit-state philosophy, connections, simply supported beams and steel columns.

p. 1

Syllabus page 2

Scope includes full beam checks, simple/continuous columns, double-angle cleats, fin plates, and AI-assisted sketch preparation. These receive linked treatment within the course.

p. 2

Syllabus page 3

Assessment plan: continuous assessment 50%, end assessment 50%; teaching comprises lectures, tutorials and practical work.

p. 3

Syllabus page 4

Syllabus reference lists HK Steel Code 2011 (2023 Edition); lecture notes/data tables identify 2011. Calculations retain the supplied lecture/table basis; the difference is recorded.

p. 4

Item-by-item coverage

Identifier / source / pages	Topic and teaching link	Subparts	Status / remaining input
s 04-materials LectureNotes/Ch 1_Introduction.pdf p. 2	Steel composition, grades, ductility and weldability	—	checked
s 04-fatigue LectureNotes/Ch 1_Introduction.pdf p. 2, 14	Fatigue and crack growth	—	checked
s 04-corrosion LectureNotes/Ch 1_Introduction.pdf p. 2	Corrosion and protection	—	checked
s 04-fire LectureNotes/Ch 1_Introduction.pdf p. 3	Fire performance and three protection forms	—	checked
s 04-sections LectureNotes/Ch 1_Introduction.pdf p. 3, 4, 5, 6	Rolled, built-up, compound and cold-formed sections	—	checked
s 04-limit-states LectureNotes/Ch 1_Introduction.pdf p. 7	ULS, SLS and design philosophy	—	checked
s 04-load-factors LectureNotes/Ch 1_Introduction.pdf p. 8, 9, 13, 14	Load combinations and beneficial/adverse actions	—	checked
s 04-design-models LectureNotes/Ch 1_Introduction.pdf p. 10	Simple, continuous and semi-continuous design	—	checked
s 04-analysis LectureNotes/Ch 1_Introduction.pdf p. 10, 11, 12	First order, second order and advanced analysis	—	checked
s 04-imperfections LectureNotes/Ch 1_Introduction.pdf p. 12, 13	Frame and member imperfections and notional forces	—	checked
s 04-robustness LectureNotes/Ch 1_Introduction.pdf p. 14, 15	Strength, stability and structural integrity	—	checked
s 04-fracture LectureNotes/Ch 1_Introduction.pdf p. 15	Brittle fracture and influencing factors	—	checked
s 04-serviceability LectureNotes/Ch 1_Introduction.pdf p. 16, 17	Serviceability and deflection limits	—	checked
s 04-strength LectureNotes/Ch 1_Introduction.pdf p. 18, 19	Design strength and thickness tables	—	checked
s 04-classification LectureNotes/Ch 1_Introduction.pdf p. 19, 20, 21, 22	Classes 1 to 4, limiting proportions and element dimensions	—	checked
s 04-standards LectureNotes/Ch 1_Introduction.pdf p. 23, 24, 25, 26	National standards and Eurocode overview, axes and notation comparison	—	checked
s 05-types LectureNotes/Ch 2_Connection.pdf p. 2, 3, 6, 7	Bolt grades, ordinary/friction grip bolts and welds	—	checked
s 05-layout LectureNotes/Ch 2_Connection.pdf p. 3, 4	Hole diameters, pitch, gauge, end and edge distances	—	checked
s 05-failure LectureNotes/Ch 2_Connection.pdf p. 8	Five connection failure modes	—	checked
s 05-bolt-shear LectureNotes/Ch 2_Connection.pdf p. 3, 9	Shear areas and single/double shear	—	checked
s 05-bearing LectureNotes/Ch 2_Connection.pdf p. 9, 10	Bolt bearing, connected-part bearing and tear-out	—	checked
s 05-bolt-tension LectureNotes/Ch 2_Connection.pdf p. 10, 11	Bolt tension, nominal tension and prying applicability	—	checked
s 05-net-area LectureNotes/Ch 2_Connection.pdf p. 11, 12	Gross/net/effective area and staggered holes	—	checked
s 05-block-shear LectureNotes/Ch 2_Connection.pdf p. 12, 13	Effective shear area and block shear	—	checked
s 05-angle-tension LectureNotes/Ch 2_Connection.pdf p. 14, 15	Single/double angles and tension members with moment	—	checked
s 05-bolt-torsion LectureNotes/Ch 2_Connection.pdf p. 21, 22	In-plane eccentric bolt group derivation	—	checked
s 05-bolt-interaction LectureNotes/Ch 2_Connection.pdf p. 23, 24	Out-of-plane eccentric bolt group derivation and interaction	—	checked
s 05-long-joints LectureNotes/Ch 2_Connection.pdf p. 24	Long joints and large grip lengths	—	checked
s 05-weld-strength LectureNotes/Ch 2_Connection.pdf p. 31, 32, 33	Fillet throat, simplified and directional methods	—	checked
s 05-weld-detailing LectureNotes/Ch 2_Connection.pdf p. 33, 34	Minimum/maximum sizes, effective lengths, laps and returns	—	checked
s 05-butt-welds LectureNotes/Ch 2_Connection.pdf p. 34	Butt weld strength and penetration	—	checked
s 05-weld-torsion LectureNotes/Ch 2_Connection.pdf p. 35, 36, 37	Weld-group centroid, line inertia and force components	—	checked
s 06-restraints LectureNotes/Ch 3_Beam.pdf p. 2, 7, 8, 11	Full and intermediate restraints; LTB recognition	—	checked
s 06-shear LectureNotes/Ch 3_Beam.pdf p. 2, 3	Shear areas and capacity	—	checked
s 06-bending LectureNotes/Ch 3_Beam.pdf p. 3	Low-shear capacity of all four section classes	—	checked
s 06-high-shear LectureNotes/Ch 3_Beam.pdf p. 4	High-shear bending interaction and applicability	—	checked
s 06-web-bearing LectureNotes/Ch 3_Beam.pdf p. 4, 5	Stiff bearing length and web bearing	—	checked
s 06-web-buckling LectureNotes/Ch 3_Beam.pdf p. 5, 6	Web buckling and end/restraint reduction	—	checked
s 06-beam-procedure LectureNotes/Ch 3_Beam.pdf p. 6, 17	Restrained beam design and section selection	—	checked
s 06-destabilizing LectureNotes/Ch 3_Beam.pdf p. 9	Normal and destabilizing loads	—	checked
s 06-effective-length LectureNotes/Ch 3_Beam.pdf p. 9, 10	LTB effective length, end restraints and cantilevers	—	checked
s 06-ltb LectureNotes/Ch 3_Beam.pdf p. 11, 12, 13, 14	Equivalent slenderness, $u$ , $v$ , $x$ , beta and buckling resistance	—	checked
s 06-moment-factor LectureNotes/Ch 3_Beam.pdf p. 15, 16	End-moment, standard-load and quarter-point factors	—	checked
s 06-unrestrained-procedure LectureNotes/Ch 3_Beam.pdf p. 12, 13, 17	Unrestrained beam procedure	—	checked
s 07-effective-length LectureNotes/Ch 4_Column.pdf p. 2, 3	Column restraint conditions, effective length and slenderness	—	checked
s 07-strut-curves LectureNotes/Ch 4_Column.pdf p. 4, 5, 6, 7, 8, 9, 10, 11, 12, 13	Buckling curve selection and compression tables	—	checked
s 07-section-interaction LectureNotes/Ch 4_Column.pdf p. 14	Cross-section capacity under axial force and biaxial moments	—	checked
s 07-member-interaction LectureNotes/Ch 4_Column.pdf p. 15, 16, 17	Sway and non-sway member interaction equations	—	checked
s 07-frame-class LectureNotes/Ch 4_Column.pdf p. 16	Non-sway, sway and ultra-sensitive frames	—	checked
s 07-amplification LectureNotes/Ch 4_Column.pdf p. 17	Elastic critical load factor and moment amplification	—	checked
s 07-moment-factors LectureNotes/Ch 4_Column.pdf p. 18	Moment factors for flexural buckling	—	checked
s 07-simple-construction LectureNotes/Ch 4_Column.pdf p. 19, 20	Simple construction, nominal eccentricity, stiffness sharing	—	checked
s 07-column-procedure LectureNotes/Ch 4_Column.pdf p. 20	Simple and continuous construction comparison	—	checked
c 2-e 1 LectureNotes/Ch 2_Connection.pdf p. 16, 17	Single bolted unequal angle	load, bolt-shear, bolt-bearing, plate-bearing, angle-tension, checks	checked
c 2-e 2 LectureNotes/Ch 2_Connection.pdf p. 18, 19, 20	Bolted tension splice	bolt-capacity, bolt-number, layout, main-plate, cover-plates	checked
c 2-e 3 LectureNotes/Ch 2_Connection.pdf p. 25, 26	Bolt group: direct shear and torsion	load, geometry, forces, bolt-shear, bolt-bearing, plate-bearing	checked
c 2-e 4 LectureNotes/Ch 2_Connection.pdf p. 27, 28	Bolt group: direct shear and tension	capacities, geometry, tension, shear, interaction	checked
c 2-e 5 LectureNotes/Ch 2_Connection.pdf p. 29, 30	Beam-to-column moment connection	flange-bolts, web-bolts, bearing, scope	checked
c 2-e 6 LectureNotes/Ch 2_Connection.pdf p. 38	Balanced welds on an angle	load, weld-strength, balance, lengths	incomplete: source input/verification blocker — The $6 mm$ strength selection is limited by the $8 mm$ angle edge. Supporting-plate thickness is absent, so the thicker-part minimum weld size is not verifiable.
c 2-e 7 LectureNotes/Ch 2_Connection.pdf p. 39, 40	Rectangular weld group in torsion	geometry, line-inertia, direct, torsion, resultant, size	incomplete: source input/verification blocker — Plate/support thicknesses are absent. The lecturer’s $6 mm$ fillet passes line-weld strength, but minimum/maximum permitted leg cannot be certified.
c 2-e 8 LectureNotes/Ch 2_Connection.pdf p. 41	Flange and web welds on a bracket	load, flange-weld, web-weld, detailing	incomplete: source input/verification blocker — Supporting-column thickness is absent. The $6 mm$ web fillet passes strength but may not meet the thicker-part minimum if the supporting flange exceeds $19 mm$ .
c 2-e 9 LectureNotes/Ch 2_Connection.pdf p. 42	Welded unequal angle	angle-capacity, weld-balance, lengths	incomplete: source input/verification blocker — Supporting-plate thickness is absent. The $4 mm$ strength selection satisfies the $6 mm$ angle edge maximum, but its thicker-part minimum remains conditional.
c 2-e 10 LectureNotes/Ch 2_Connection.pdf p. 43, 44	Welded tension splice	cover-selection, weld-lengths, detailing, plate-capacities	checked
c 3-e 1 LectureNotes/Ch 3_Beam.pdf p. 18, 19, 20, 21	Fully restrained beam with UDL and point load	loads, analysis, selection, classification, shear, moment, bearing, web-buckling, deflection	checked
c 3-e 2 LectureNotes/Ch 3_Beam.pdf p. 22, 23, 24, 25, 26	Library floor: design supporting beam B3	b 1, b 2, b 3-loads, b 3-analysis, selection, classification, shear, bending, deflection	checked
c 3-e 3 LectureNotes/Ch 3_Beam.pdf p. 27, 28, 29, 30	Beam restrained at point loads	loads, reactions, diagrams, classification, shear, bending, ltb, web-checks, deflection	incomplete: source input/verification blocker — Lecture requests bearing/web-buckling follow-up but supplies no stiff-bearing/contact dimensions or local flange-restraint detail. Numerical local capacities cannot be certified.
c 3-e 4 LectureNotes/Ch 3_Beam.pdf p. 31, 32, 33	Unrestrained beam with three point loads	loads, analysis, selection, classification, shear, moment-factor, slenderness, resistance	checked
c 4-e 1 LectureNotes/Ch 4_Column.pdf p. 21, 22	Pinned column under axial load	selection, classification, slenderness, lookup, capacity	checked
c 4-e 2 LectureNotes/Ch 4_Column.pdf p. 23, 24	Pinned column tied in weak direction	restraints, selection, classification, slenderness, lookup, capacity	checked
c 4-e 3 LectureNotes/Ch 4_Column.pdf p. 25, 26, 27, 28, 29, 30, 31	Two-storey column with eccentric beam reactions	loads, classification, section-capacities, moment-sharing, lower-section, lower-buckling, upper-section, upper-buckling	checked
c 4-e 4 LectureNotes/Ch 4_Column.pdf p. 32, 33, 34, 35	Column loads from tributary area	area, load-reduction, loads, upper-column, lower-column	checked
c 4-e 5 LectureNotes/Ch 4_Column.pdf p. 36, 37, 38	Column with axial force and biaxial end moments	classification, section, slenderness, moment-factors, flexural, ltb	checked
c 2-weld-unit LectureNotes/Ch 2_Connection.pdf p. 31	Unnumbered $6 mm$ fillet weld calculation	throat, strength	checked
c 1-ec-factors LectureNotes/Ch 1_Introduction.pdf p. 25	Unnumbered Eurocode combination coefficient arithmetic	wind, imposed	checked
bolt-table-4.6-12 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 4.6 M12: all three capacity calculations	bolt-4.6-12-tension, bolt-4.6-12-shank-shear, bolt-4.6-12-thread-shear	checked
bolt-table-4.6-16 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 4.6 M16: all three capacity calculations	bolt-4.6-16-tension, bolt-4.6-16-shank-shear, bolt-4.6-16-thread-shear	checked
bolt-table-4.6-20 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 4.6 M20: all three capacity calculations	bolt-4.6-20-tension, bolt-4.6-20-shank-shear, bolt-4.6-20-thread-shear	checked
bolt-table-4.6-22 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 4.6 M22: all three capacity calculations	bolt-4.6-22-tension, bolt-4.6-22-shank-shear, bolt-4.6-22-thread-shear	checked
bolt-table-4.6-24 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 4.6 M24: all three capacity calculations	bolt-4.6-24-tension, bolt-4.6-24-shank-shear, bolt-4.6-24-thread-shear	checked
bolt-table-4.6-30 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 4.6 M30: all three capacity calculations	bolt-4.6-30-tension, bolt-4.6-30-shank-shear, bolt-4.6-30-thread-shear	checked
bolt-table-8.8-12 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 8.8 M12: all three capacity calculations	bolt-8.8-12-tension, bolt-8.8-12-shank-shear, bolt-8.8-12-thread-shear	checked
bolt-table-8.8-16 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 8.8 M16: all three capacity calculations	bolt-8.8-16-tension, bolt-8.8-16-shank-shear, bolt-8.8-16-thread-shear	checked
bolt-table-8.8-20 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 8.8 M20: all three capacity calculations	bolt-8.8-20-tension, bolt-8.8-20-shank-shear, bolt-8.8-20-thread-shear	checked
bolt-table-8.8-22 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 8.8 M22: all three capacity calculations	bolt-8.8-22-tension, bolt-8.8-22-shank-shear, bolt-8.8-22-thread-shear	checked
bolt-table-8.8-24 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 8.8 M24: all three capacity calculations	bolt-8.8-24-tension, bolt-8.8-24-shank-shear, bolt-8.8-24-thread-shear	checked
bolt-table-8.8-30 LectureNotes/Ch 2_Connection.pdf p. 5	Grade 8.8 M30: all three capacity calculations	bolt-8.8-30-tension, bolt-8.8-30-shank-shear, bolt-8.8-30-thread-shear	checked
bearing-table-12 LectureNotes/Ch 2_Connection.pdf p. 6	M12: six bearing-capacity cells	—	checked
bearing-table-16 LectureNotes/Ch 2_Connection.pdf p. 6	M16: six bearing-capacity cells	—	checked
bearing-table-20 LectureNotes/Ch 2_Connection.pdf p. 6	M20: six bearing-capacity cells	—	checked
bearing-table-22 LectureNotes/Ch 2_Connection.pdf p. 6	M22: six bearing-capacity cells	—	checked
bearing-table-24 LectureNotes/Ch 2_Connection.pdf p. 6	M24: six bearing-capacity cells	—	checked
bearing-table-30 LectureNotes/Ch 2_Connection.pdf p. 6	M30: six bearing-capacity cells	—	checked
weld-table-4 LectureNotes/Ch 2_Connection.pdf p. 31	$4 mm$ weld: all three material columns	—	checked
weld-table-5 LectureNotes/Ch 2_Connection.pdf p. 31	$5 mm$ weld: all three material columns	—	checked
weld-table-6 LectureNotes/Ch 2_Connection.pdf p. 31	$6 mm$ weld: all three material columns	—	checked
weld-table-8 LectureNotes/Ch 2_Connection.pdf p. 31	$8 mm$ weld: all three material columns	—	checked
weld-table-10 LectureNotes/Ch 2_Connection.pdf p. 31	$10 mm$ weld: all three material columns	—	checked
weld-table-12 LectureNotes/Ch 2_Connection.pdf p. 31	$12 mm$ weld: all three material columns	—	checked
t 2-q 1 LectureNotes/Ch 2_Connection.pdf p. 45, 46	Tutorial 2 Q1	shear, bolt-bearing, plate-bearing, plate-tension, layout	checked
t 2-q 2 LectureNotes/Ch 2_Connection.pdf p. 45, 46	Tutorial 2 Q2	weld, plates, detailing	checked
t 2-q 3 LectureNotes/Ch 2_Connection.pdf p. 45, 47	Tutorial 2 Q3	geometry, forces, bolt-size	checked
t 2-q 4 LectureNotes/Ch 2_Connection.pdf p. 45, 47	Tutorial 2 Q4	tension, shear, interaction	incomplete: source input/verification blocker — Gauge/supporting-flange dimensions are insufficient to establish the course no-prying condition. The stated approximate bolt shear/tension calculation passes conditionally.
t 2-q 5 LectureNotes/Ch 2_Connection.pdf p. 45, 47	Tutorial 2 Q5	angle, weld-lengths	checked
t 2-q 6 LectureNotes/Ch 2_Connection.pdf p. 45, 48	Tutorial 2 Q6	geometry, inertia, resultant, size	checked
t 2-q 7 LectureNotes/Ch 2_Connection.pdf p. 45, 48	Tutorial 2 Q7	flange-weld, web-weld	incomplete: source input/verification blocker — Supporting-column flange thickness is missing. A $6 mm$ web weld requires the thicker part to be at most $19 mm$ ; above that, the source minimum conflicts with the web-edge maximum.
t 3-q 1 LectureNotes/Ch 3_Beam.pdf p. 35	Tutorial 3 Q1	classes	checked
t 3-q 2 LectureNotes/Ch 3_Beam.pdf p. 35, 36	Tutorial 3 Q2	loads, b 1, b 2, b 3, bearing, web-buckling	Incomplete: source input/verification blocked. Concrete unit weight and gravitational acceleration are not specified. Symbolic load expressions are provided; numerical results explicitly use the demonstration scenario $γ = 24$ , $g = 9.81$ , not unconditional given data from the question.
t 3-q 3 LectureNotes/Ch 3_Beam.pdf p. 35, 36	Tutorial 3 Q3	b 2, b 3	incomplete: source input/verification blocker — This question inherits Q2 loading, whose concrete unit weight and gravitational acceleration are unstated. Numerical LTB demands remain conditional on the declared illustrative constants; the general load equations are provided.
t 3-q 4 LectureNotes/Ch 3_Beam.pdf p. 35, 36	Tutorial 3 Q4	reactions, diagrams, ab, bc	checked
t 3-q 5 LectureNotes/Ch 3_Beam.pdf p. 36, 37	Tutorial 3 Q5	loads, analysis, selection, ltb, checks	incomplete: source input/verification blocker — Selected section passes demonstrated member and serviceability checks; support/point-load contact lengths and local web-restraint inputs are absent, preventing complete bearing/local-web design.
t 4-q 1 LectureNotes/Ch 4_Column.pdf p. 40	Tutorial 4 Q1	classification, compression	checked
t 4-q 2 LectureNotes/Ch 4_Column.pdf p. 40	Tutorial 4 Q2	section, flexural, ltb	checked
t 4-q 3 LectureNotes/Ch 4_Column.pdf p. 40	Tutorial 4 Q3	classification, section, flexural, ltb	checked
t 4-q 4 LectureNotes/Ch 4_Column.pdf p. 40	Tutorial 4 Q4	loads, section, flexural, ltb	checked
t 4-q 5 LectureNotes/Ch 4_Column.pdf p. 41	Tutorial 4 Q5	loads, sharing, section, flexural, ltb	checked
exam-2023-a 1-ai Pastpaper/22ENGTY033.pdf p. 2	Floor factored intensity	—	checked
exam-2023-a 1-aii Pastpaper/22ENGTY033.pdf p. 2	Beam B1 and B2 actions	—	checked
exam-2023-a 1-aiii Pastpaper/22ENGTY033.pdf p. 2	Beam section classes	—	checked
exam-2023-a 1-aiv Pastpaper/22ENGTY033.pdf p. 2	B1 shear, bending and deflection	—	checked
exam-2023-a 1-av Pastpaper/22ENGTY033.pdf p. 2	B2 shear, bending and deflection	—	checked
exam-2023-a 1-b Pastpaper/22ENGTY033.pdf p. 2	Two corrosion protection methods	—	checked
exam-2023-b 2-ai Pastpaper/22ENGTY033.pdf p. 3	Double welded angle tension capacity	—	checked
exam-2023-b 2-aii Pastpaper/22ENGTY033.pdf p. 3	Final weld lengths	—	checked
exam-2023-b 2-bi Pastpaper/22ENGTY033.pdf p. 4	Bolt shear and tension capacities	—	checked
exam-2023-b 2-bii Pastpaper/22ENGTY033.pdf p. 4	Bracket bolt adequacy	—	incomplete: source input/verification blocker — The no-prying condition requires a bolt gauge absent from the paper; the worked nominal-tension answer states the limiting gauge instead of inventing it.
exam-2023-b 3-a Pastpaper/22ENGTY033.pdf p. 5	Column class	—	checked
exam-2023-b 3-b Pastpaper/22ENGTY033.pdf p. 5	Column cross-section capacity	—	checked
exam-2023-b 3-c Pastpaper/22ENGTY033.pdf p. 5	Column member buckling	—	checked
exam-2023-b 4-a Pastpaper/22ENGTY033.pdf p. 6	Beam shear and moment	—	checked
exam-2023-b 4-b Pastpaper/22ENGTY033.pdf p. 6	Beam LTB with support restraints	—	incomplete: source input/verification blocker — The numerical LTB answer assumes normal loading and effective length equal to the stated restraint spacing. The paper does not fully specify load-height/end-restraint applicability.
exam-2023-b 4-c Pastpaper/22ENGTY033.pdf p. 6	Beam LTB with added midspan restraint	—	incomplete: source input/verification blocker — The added-midpoint-restraint LTB answer assumes normal loading and effective length equal to restraint spacing; the needed load-height/end-restraint conditions are not fully stated.
exam-2024-a 1-ai Pastpaper/23ENGTY004.pdf p. 2	Floor factored intensity	—	checked
exam-2024-a 1-aii Pastpaper/23ENGTY004.pdf p. 2	Verify B1 actions	—	checked
exam-2024-a 1-aiii Pastpaper/23ENGTY004.pdf p. 2	Verify B2 actions	—	checked
exam-2024-a 1-aiv Pastpaper/23ENGTY004.pdf p. 2	Beam classes	—	checked
exam-2024-a 1-av Pastpaper/23ENGTY004.pdf p. 2	B1 shear, bending and deflection	—	checked
exam-2024-a 1-avi Pastpaper/23ENGTY004.pdf p. 2	B2 shear, bending and deflection	—	checked
exam-2024-a 1-b Pastpaper/23ENGTY004.pdf p. 2	Four hot-rolled sections	—	checked
exam-2024-b 2-ai Pastpaper/23ENGTY004.pdf p. 3	Bolt shear capacity	—	checked
exam-2024-b 2-aii Pastpaper/23ENGTY004.pdf p. 3	Bolt bearing capacity	—	checked
exam-2024-b 2-aiii Pastpaper/23ENGTY004.pdf p. 3	Angle bearing capacity	—	checked
exam-2024-b 2-aiv Pastpaper/23ENGTY004.pdf p. 3	Angle tensile capacity	—	checked
exam-2024-b 2-b Pastpaper/23ENGTY004.pdf p. 4	Eccentric rectangular weld group	—	incomplete: source input/verification blocker — The eccentric weld strength answer requires at least $7.729805 mm$ leg; the $8 mm$ selection remains conditional because plate/support thicknesses for detailing are absent.
exam-2024-b 3-a Pastpaper/23ENGTY004.pdf p. 5	Column class	—	checked
exam-2024-b 3-b Pastpaper/23ENGTY004.pdf p. 5	Column cross-section capacity	—	checked
exam-2024-b 3-c Pastpaper/23ENGTY004.pdf p. 5	Column member buckling	—	incomplete: source input/verification blocker — The source provides effective height and moment amplification but does not explicitly classify the frame. The member solution states a non-sway assumption that cannot be independently established from the schedule.
exam-2024-b 4-a Pastpaper/23ENGTY004.pdf p. 6	Beam support reactions	—	checked
exam-2024-b 4-b Pastpaper/23ENGTY004.pdf p. 6	Shear-force and bending-moment diagrams	—	checked
exam-2024-b 4-c Pastpaper/23ENGTY004.pdf p. 6	Segment BC buckling resistance	—	incomplete: source input/verification blocker — The segment BC LTB calculation assumes normal loading and effective length equal to restraint spacing; the full load-height/end-restraint conditions are not stated.
exam-2024-b 4-d Pastpaper/23ENGTY004.pdf p. 6	Segment CD buckling resistance	—	incomplete: source input/verification blocker — The segment CD LTB calculation assumes normal loading and effective length equal to restraint spacing; the full load-height/end-restraint conditions are not stated.
a 1-q 1 Assignment/AY2627s 1-CON4334-Assignment 1.pdf p. 1	Assignment 1: floor beams	ai, aii, aiii, aiv, av, b	Incomplete: source input/verification blocked. The finished annotated teaching SVG is supplied. The student's complete AI-interaction screenshots required by the assignment were not supplied and cannot be fabricated; example prompts are not historical evidence.
a 1-q 2 Assignment/AY2627s 1-CON4334-Assignment 1.pdf p. 2	Assignment 1: bolted splice	i, ii, iii, iv	Incomplete: source input/verification blocked. Within the $110 mm$ bolt spacing across the joint, the two main-plate end distances are not individually dimensioned. The numerical check explicitly assumes a centred butt joint. Edge preparation also determines whether the $40 mm$ transverse edge distance satisfies detailing limits.
a 1-q 3 Assignment/AY2627s 1-CON4334-Assignment 1.pdf p. 2	Assignment 1: eccentric weld	geometry, load, inertia, size	incomplete: source input/verification blocker — Strength requires at least $4.416721 mm$ leg and $5 mm$ passes the line-weld check, but plate/column-flange thicknesses needed for minimum/maximum weld-size detailing are absent.
a 2-q 1 Assignment/AY2627s 1-CON4334-Assignment 2.pdf p. 1	Assignment 2: simple construction column	a, b, c	checked
a 2-q 2 Assignment/AY2627s 1-CON4334-Assignment 2.pdf p. 2	Assignment 2: beam with intermediate restraint	a, b, c, d	incomplete: source input/verification blocker — LTB computations assume normal loading and effective length equal to restraint spacing. The assignment does not state enough end-restraint/load-height detail to verify those assumptions unconditionally.
a 2-q 3 Assignment/AY2627s 1-CON4334-Assignment 2.pdf p. 2	Assignment 2: theory and sketches	a, b, c, d	checked
s 11-slide-1 PPT/Joint Connections L2.pptx p. 1	Steelwork Design: Joint Connections	—	checked
s 11-slide-2 PPT/Joint Connections L2.pptx p. 2	1. Connection Fundamentals: Bolts vs. Welds	—	checked
s 11-slide-3 PPT/Joint Connections L2.pptx p. 3	2. Bolted Joints: Hole Clearance & Layout Rules	—	checked
s 11-slide-4 PPT/Joint Connections L2.pptx p. 4	3. Bolted Connections: 5 Core Failure Modes	—	checked
s 11-slide-5 PPT/Joint Connections L2.pptx p. 5	4. Welded Connections: Geometry & Types	—	checked
s 11-slide-6 PPT/Joint Connections L2.pptx p. 6	5. Welded Connections: Design Capacity	—	checked
s 11-slide-7 PPT/Joint Connections L2.pptx p. 7	6. Eccentric Connections: Combined Stresses	—	checked
s 11-slide-8 PPT/Joint Connections L2.pptx p. 8	7. Student Problem-Solving Workflow	—	checked
s 13-slide-1 PPT/Steel Beam Design L3.pptx p. 1	Steel Beam Design	—	checked
s 13-slide-2 PPT/Steel Beam Design L3.pptx p. 2	Learning Objectives	—	checked
s 13-slide-3 PPT/Steel Beam Design L3.pptx p. 3	Beam Categorization by Restraint	—	checked
s 13-slide-4 PPT/Steel Beam Design L3.pptx p. 4	Cross-Section Classification	—	checked
s 13-slide-5 PPT/Steel Beam Design L3.pptx p. 5	Shear Capacity Check (Clause 8.2.1)	—	checked
s 13-slide-6 PPT/Steel Beam Design L3.pptx p. 6	Moment Capacity ( $M_{c}$ ) Guidelines	—	checked
s 13-slide-7 PPT/Steel Beam Design L3.pptx p. 7	Web Bearing & Web Buckling (Clause 8.4.10)	—	checked
s 13-slide-8 PPT/Steel Beam Design L3.pptx p. 8	Lateral-Torsional Buckling (LTB)	—	checked
s 13-slide-9 PPT/Steel Beam Design L3.pptx p. 9	Restrained Beam Design Workflow	—	checked
s 13-slide-10 PPT/Steel Beam Design L3.pptx p. 10	Unrestrained Beam Design Workflow (LTB)	—	checked
s 13-slide-11 PPT/Steel Beam Design L3.pptx p. 11	Summary & Tips	—	checked
s 14-slide-1 PPT/Steel Column Design L4.pptx p. 1	Steel Column Design (CON4334)	—	checked
s 14-slide-2 PPT/Steel Column Design L4.pptx p. 2	Learning Objectives	—	checked
s 14-slide-3 PPT/Steel Column Design L4.pptx p. 3	1. Compression Members & Effective Length	—	checked
s 14-slide-4 PPT/Steel Column Design L4.pptx p. 4	1.2 Multiple Strut Tables	—	checked
s 14-slide-5 PPT/Steel Column Design L4.pptx p. 5	2. Combined Axial Force & Moments (Clause 8.9)	—	checked
s 14-slide-6 PPT/Steel Column Design L4.pptx p. 6	2.3 & 2.4 Frame Classification & Amplification	—	checked
s 14-slide-7 PPT/Steel Column Design L4.pptx p. 7	3. Columns in Simple Construction	—	checked
s 14-slide-8 PPT/Steel Column Design L4.pptx p. 8	Summary: Column Design Checks	—	checked
s 14-slide-9 PPT/Steel Column Design L4.pptx p. 9	Design Examples & Learning Resources	—	checked
s 14-slide-10 PPT/Steel Column Design L4.pptx p. 10	References & Useful Links	—	checked
s 15-slide-1 PPT/Structural Steelwork Design L1.pptx p. 1	Structural Steelwork Design	—	checked
s 15-slide-2 PPT/Structural Steelwork Design L1.pptx p. 2	Restructured Learning Roadmap	—	checked
s 15-slide-3 PPT/Structural Steelwork Design L1.pptx p. 3	Material & Metallurgy	—	checked
s 15-slide-4 PPT/Structural Steelwork Design L1.pptx p. 4	Steel Section Types	—	checked
s 15-slide-5 PPT/Structural Steelwork Design L1.pptx p. 5	Limit State Design Philosophy	—	checked
s 15-slide-6 PPT/Structural Steelwork Design L1.pptx p. 6	Factored Load Combinations (HK Code 2011)	—	checked
s 15-slide-7 PPT/Structural Steelwork Design L1.pptx p. 7	Methods of Structural Analysis	—	checked
s 15-slide-8 PPT/Structural Steelwork Design L1.pptx p. 8	Initial Imperfections & NHF	—	checked
s 15-slide-9 PPT/Structural Steelwork Design L1.pptx p. 9	SLS Deflection Limits (Table 5.1)	—	checked
s 15-slide-10 PPT/Structural Steelwork Design L1.pptx p. 10	Steel Grades & Design Strength	—	checked
s 15-slide-11 PPT/Structural Steelwork Design L1.pptx p. 11	Cross-Section Classification	—	checked
s 15-slide-12 PPT/Structural Steelwork Design L1.pptx p. 12	Questions & Discussion	—	checked
data-1 LectureNotes/CON4334-Data File-20260730.pdf p. 1	Material, section class and strength	—	checked
data-2 LectureNotes/CON4334-Data File-20260730.pdf p. 2	Beam, LTB, tension and compression	—	checked
data-3 LectureNotes/CON4334-Data File-20260730.pdf p. 3	Columns and weld groups	—	checked
data-4 LectureNotes/CON4334-Data File-20260730.pdf p. 4	Bolts	—	checked
data-5 LectureNotes/CON4334-Data File-20260730.pdf p. 5	LTB strength table	—	checked
data-6 LectureNotes/CON4334-Data File-20260730.pdf p. 6	LTB moment factors	—	checked
data-7 LectureNotes/CON4334-Data File-20260730.pdf p. 7	Strut curves and flexural moment factors	—	checked
data-8 LectureNotes/CON4334-Data File-20260730.pdf p. 8	Compression strength tables	—	checked
data-9 LectureNotes/CON4334-Data File-20260730.pdf p. 9	UB dimensions	—	checked
data-10 LectureNotes/CON4334-Data File-20260730.pdf p. 10	UB properties	—	checked
data-11 LectureNotes/CON4334-Data File-20260730.pdf p. 11	UC dimensions and properties	—	checked
data-12 LectureNotes/CON4334-Data File-20260730.pdf p. 12	Unequal angle properties	—	checked
exam-data-1 Pastpaper/22ENGTY033.pdf p. 7	2023 examination data page 1	—	checked
exam-data-2 Pastpaper/22ENGTY033.pdf p. 8	2023 examination data page 2	—	checked
exam-data-3 Pastpaper/22ENGTY033.pdf p. 9	2023 examination data page 3	—	checked
exam-data-4 Pastpaper/22ENGTY033.pdf p. 10	2023 examination data page 4	—	checked
exam-data-5 Pastpaper/22ENGTY033.pdf p. 11	2023 examination data page 5	—	checked
exam-data-6 Pastpaper/22ENGTY033.pdf p. 12	2023 examination data page 6	—	checked
exam-data-7 Pastpaper/22ENGTY033.pdf p. 13	2023 examination data page 7	—	checked
exam-data-8 Pastpaper/22ENGTY033.pdf p. 14	2023 examination data page 8	—	checked
exam-data-9 Pastpaper/22ENGTY033.pdf p. 15	2023 examination data page 9	—	checked
exam-data-10 Pastpaper/22ENGTY033.pdf p. 16	2023 examination data page 10	—	checked
exam-data-11 Pastpaper/22ENGTY033.pdf p. 17	2023 examination data page 11	—	checked
exam-data-12 Pastpaper/22ENGTY033.pdf p. 18	2023 examination data page 12	—	checked
exam-data-13 Pastpaper/22ENGTY033.pdf p. 19	2023 examination data page 13	—	checked
exam-data-14 Pastpaper/22ENGTY033.pdf p. 20	2023 examination data page 14	—	checked
exam-data-15 Pastpaper/22ENGTY033.pdf p. 21	2023 examination data page 15	—	checked
exam-data-16 Pastpaper/22ENGTY033.pdf p. 22	2023 examination data page 16	—	checked
exam-data-17 Pastpaper/22ENGTY033.pdf p. 23	2023 examination data page 17	—	checked
exam-data-18 Pastpaper/22ENGTY033.pdf p. 24	2023 examination data page 18	—	checked
note-1 PPT/NOTE.docx p. 1	Quick-reference equations	—	checked
note-2 PPT/NOTE.docx p. 2	Quick-reference equations	—	checked
syllabus-1 CON4334-Module Syllabus-20260728.pdf p. 1	Course outcomes, scope, assessment and references	—	checked
syllabus-2 CON4334-Module Syllabus-20260728.pdf p. 2	Course outcomes, scope, assessment and references	—	checked
syllabus-3 CON4334-Module Syllabus-20260728.pdf p. 3	Course outcomes, scope, assessment and references	—	checked
syllabus-4 CON4334-Module Syllabus-20260728.pdf p. 4	Course outcomes, scope, assessment and references	—	checked