07-Str-A2

Questions by sitting

December 2018

1. Question 1: A1 — Eccentrically loaded circular hollow column
2. Question 2: A2 — Thickness of a stiffened panel in one-way bending
3. Question 3: A3 — Stub beam connection and steel tie
4. Question 4: B1 — Reinforced concrete member BC of the determinate frame
5. Question 5: B2 — Uniform reinforced concrete cross-section and bar profile
6. Question 6: B3 — Square reinforced concrete column CD
7. Question 7: C1 — Glulam design of the beam in Figure B2

May 2018

1. Question 1: A1 — Eccentrically loaded circular hollow column
2. Question 2: A2 — Welded bracket connection and stub-beam check
3. Question 3: A3 — Stability and moment resistances of a fabricated plate section
4. Question 4: B1 — Moment and shear resistances of a double-T concrete section
5. Question 5: B2 — Maximum load on a laterally loaded concrete column
6. Question 6: B3 — Design of an overhanging reinforced concrete beam
7. Question 7: C1 — Glulam column under dead, live and wind loads

December 2017

1. Question 1: A1 — Moments of resistance of a plated Z-section
2. Question 2: A2 — Maximum factored load on an eccentrically loaded CHS pole
3. Question 3: A3 — Beam ABD and its steel tie
4. Question 4: B1 — T-section design for the beam with an overhang
5. Question 5: B2 — Reinforced-concrete column ABC of the determinate frame
6. Question 6: B3 — Moment and shear resistances of a triple-T section
7. Question 7: C1 — Glulam column ABC for the same frame

May 2017

1. Question 1: A1 — Welded moment connection of a cantilever to a column flange
2. Question 2: A2 — Moments of resistance of a built-up plate section
3. Question 3: A3 — Maximum factored load on the built-up section used as a column
4. Question 4: B1 — Design of the column of a determinate concrete frame
5. Question 5: B2 — Reinforced concrete beam with an overhang
6. Question 6: B3 — Moment and shear resistance of a reinforced concrete culvert
7. Question 7: C1 — Oblique sawn-timber roof purlins

December 2016

1. Question 1: A1 — Welded rigid connection at B in a W610 × 241 column
2. Question 2: A2 — Moments of resistance of a welded box section
3. Question 3: A3 — Maximum factored load on the box section used as a column
4. Question 4: B1 — Reinforced concrete beam with two overhangs
5. Question 5: B2 — Determinate reinforced concrete frame ABC
6. Question 6: B3 — Moment and shear resistance of a triple-stem section
7. Question 7: C1 — The frame ABC designed in glued-laminated timber

May 2016

1. Question 1: A1 — Maximum factored load on a free-standing tubular post
2. Question 2: A2 — Welded connection and capacity of a stub beam
3. Question 3: A3 — Steel beam ABC of the determinate frame
4. Question 4: B1 — Moments of resistance of an L-shaped concrete girder
5. Question 5: B2 — Reinforced concrete column CD of the determinate frame
6. Question 6: B3 — Reinforced concrete girder with two overhangs
7. Question 7: C1 — Glued-laminated timber column

December 2015

1. Question 1: A1 — Light standard post — maximum factored load
2. Question 2: A2 — Bolted beam-to-column connection
3. Question 3: A3 — Built-up plate section — moments of resistance
4. Question 4: B1 — Reinforced concrete box girder — $M_r$ and $V_r$
5. Question 5: B2 — Reinforced concrete beam with an overhang
6. Question 6: B3 — Slender reinforced concrete column
7. Question 7: C1 — Timber joist — maximum concentrated load

December 2014

1. Question 1: A1 — Moments of resistance of a built-up plate section
2. Question 2: A2 — Maximum factored load on an eccentrically loaded column
3. Question 3: A3 — Welded rigid splice in a W360×79 beam
4. Question 4: B1 — Moment and shear resistance of a double-cell hollow section
5. Question 5: B2 — Design of beam AB in a determinate concrete frame
6. Question 6: B3 — Design of column BC
7. Question 7: C1 — Bolted hanger connection in a glulam column

May 2014

1. Question 1: Welded moment connection at B
2. Question 2: Moments of resistance of the built-up bridge section
3. Question 3: Maximum factored axial load on the 18 m bridge
4. Question 4: Reinforced concrete section for member ABC
5. Question 5: Design of column CD
6. Question 6: Resistances of the reinforced concrete culvert
7. Question 7: Design of oblique sawn timber purlins

December 2013

1. Question 1: Moments of resistance of a built-up box-and-plate section
2. Question 2: Bolted beam-to-column connection and the steel tie
3. Question 3: Maximum factored load on a free-standing sign standard
4. Question 4: Design of a reinforced concrete T-section
5. Question 5: Moment and shear resistances of a concrete culvert section
6. Question 6: Design of a square reinforced concrete column
7. Question 7: The same column designed as a Douglas-fir glulam member

May 2013

1. Question 1: Moments of resistance of a built-up channel-and-plate section
2. Question 2: Welded rigid splice in an overhanging W610x241 beam
3. Question 3: Maximum factored bracket load on a round HSS column
4. Question 4: Design of an overhanging reinforced concrete beam
5. Question 5: Moment and shear resistances of a triple-T floor section
6. Question 6: Design of the column of a determinate reinforced concrete frame
7. Question 7: Check of a sawn timber floor beam to CSA O86

Undated paper

1. Question 1: A1 — Axial capacity of a back-to-back channel column
2. Question 2: A2 — Moment connection and adequacy of a cantilever beam
3. Question 3: A3 — HSS member selection for a two-size truss
4. Question 4: B1 — Moment and shear resistance of a reinforced concrete Tee
5. Question 5: B2 — Design of a slender reinforced concrete column
6. Question 6: B3 — Design of a reinforced concrete beam with an overhang
7. Question 7: C1 — Design of a built-up dimension-lumber beam